Public Works Roads Department Tender

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The PWRD has issued a formal invitation for competitive bids for the Public Works Roads Department project, for Improvement Of Cross Drain At 0.680 Km Of Nabanna To Kajipara Road Of Howrah Highway Sub-division Under Howrah Highway Division, Pwrd In The District Of Howrah, During The Year 2024-25 in Howrah, West Bengal, with an estimated contract value of Rs. 6,89,720. The bid opening date for this tender is 15-01-2025 and the last date for bid submission is 27-01-2025. Interested bidders for Public Works Roads Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 6,89,720 
Notes
Download

Costs

Summary

Improvement Of Cross Drain At 0.680 Km Of Nabanna To Kajipara Road Of Howrah Highway Sub-division Under Howrah Highway Division, Pwrd In The District Of Howrah, During The Year 2024-25

Description

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BOQ Items

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Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .

98.54

124

12218.34

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Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.

1.05

55376

58255.66

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

22.5

166

3735

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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD.b) Granular Courses.

14.4

453

6523.2

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Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. E) RCC Grade M25,(i) Height upto 5m, I) Using concrete Mixer.

10.13

6295

63743.05

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100 mm thick interlocking designer concrete paver block M-50 grade for high traffic zone, bus terminus, industrial complex, mandi houses etc. as per IS: 15658- 2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular/ granular sub-base course & filling the interstices of blocks with fine sand by brooming & subsequent watering including cost of sand for sand bed but excluding cost of base, sub-base course & subgrade preparation.) complete as per direction of Engineer-in-Charge. [Note: Subgrade CBR shouldnot be less than 5] Grey.

36

1364

49104

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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (b) Cement mortar.

10.13

280

2835

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By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (v) Grading -v.

7.2

2052

14780.38

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Providing and laying Sand Blanket with medium sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.).

33.3

1253

41747.21

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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. Using concrete mixer.(b) M-20 Grade.

50.4

5200

262093.61

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (I) By Manual Means (b) Cement Concrete.

6.75

399

2693.25

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)(ii) Grading-II Aggregate (63 mm to 45.00 mm) Using Stone Screening Type B (11.2 mm) B. Manual Means.

7.2

2645

19049.98

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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excludingcost of labour and materials for formwork & reinforcement works. Using concrete mixer.(a) M-15 Grade.

1.95

4850

9458.32

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GST @ 18.00% over Sl. No. 1 to Sl. No. 15

578720.96

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104169.77



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