Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Feb 2025
Closing Soon11 Feb 2025
Tender Amount₹ 1,54,00,000 
Notes
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Costs

Description

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Contact

  • Tender Id

    2025_CEJNS_1001671_1
  • Tender No

    115/35 C-Banda circle/2024 Dt. 09-01-2025
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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DO_NOT_SHOW

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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site 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. (S.I.No. 255)

100.63

1010

101636.3

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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 6:3:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. As Per SI No.280

100.63

4540

456860.2

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Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications (RCC Grade-M-25)

362.77

7430

2695381.1

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RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.but in RCC T-beam and slab roof in 1.1.5.3 As Per SI No. 288

664.89

7670

5099706.3

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Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

1008.39

5650

5697403.5

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 As Per Chapter 14 SI No. 14.1

135.15

1610

217591.5

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Dewatering of foundation by 5 BHP Diesel Pump Set.

180

151

27180

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

133.92

101

13525.92

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Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Extra Cartage in 1 Km.)

1080

199

214920

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Providing, Laying and spreading material on a prepared sub grade, adding cement @ 2% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base.

31.8

3000

95400

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Providing, Laying and spreading material on a prepared sub grade, adding cement @ 4% by weight of the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to achive the desired unconfined compressive strength and to form a layer of sub base.

42

3650

153300

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Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

300

12

3600

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Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508

300

168

50400

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Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C As per Technical Specification Clause 510

300

61

18450

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Constructon of Shoulders in embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300-2 (Extra Cartage in 1 Km.)

50.11

199

9971.89

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Road Furniture Reflective Sign Board,Reflective Caution Boards,Painting of Km. Stone,Hect.Stone,Culvert Parapet etc.

1

15000

15000

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Earthwork in ordinary soil for cushion with approved material obtained from road side land or borrow pits with a lift upto 1.5 m and lead upto 30 m, spreading in layers bringing to appropriate moisture content and mechanically compacted with static rol (1 Km. Cartage)

800

199

159200

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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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

60.75

3018

183343.5



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