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Tender For Repairing Of Damages At Panagarh-Silampur Road (Between Ch. 2.5 Km To 3.5 Km) Caused By Matrix Fertilizers And Chemicals Ltd. For Repairing Of Underground Pipe Line Under Durgapur Highway Sub-Division, asansol-West Bengal

Public Works Roads Department has published Tender For Repairing Of Damages At Panagarh-Silampur Road (Between Ch. 2.5 Km To 3.5 Km) Caused By Matrix Fertilizers And Chemicals Ltd. For Repairing Of Underground Pipe Line Under Durgapur Highway Sub-Division. Submission Date for this Tender is 06-10-2023. Road Work Tenders in asansol West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

39780092
Tender For Repairing Of Damages At Panagarh-Silampur Road (Between Ch. 2.5 Km To 3.5 Km) Caused By Matrix Fertilizers And Chemicals Ltd. For Repairing Of Underground Pipe Line Under Durgapur Highway Sub-Division
Open Tender
Indian
West Bengal
asansol
06-10-2023

Tender Details

Repairing Of Damages At Panagarh-Silampur Road ( Between Ch. 2.5 Km To 3.5 Km ) Caused By Matrix Fertilizers And Chemicals Ltd. For Repairing Of Underground Pipe Line Under Durgapur Highway Sub-Division

Key Value

Document Fees
Refer document
EMD
INR 6376.0 /-
Tender Value
INR 3.18 Lakhs /-

BOQ Items

Specific priced schedule (B.O.Q.) of probable items with approximate quantities for the Work:-Repairing of damages at Panagarh-Silampur road (between Ch. 2.5 km to 3.5 km) caused by Matrix Fertilizers & Chemicals Ltd. for repairing of underground pipe line under Durgapur Highway Sub-Division during the year 2023-2024"
Sl. No. Item Description
1Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
2Supplying, spreading and compacting 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 adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
3Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(v) Grading – V
4Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet 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 thedesired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5Supplying and laying in the specified pattern if interlocking concrete Block pavement (ICBP) with concrete blocks (with concrete grade as specified as per Tablel as IS 15658:2006) manufactured in steel mould clamed to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC:SP:63 (2018), from BIS licensee manufactured, with spacer nib (small protruding profiles on the vertical face of apaver block used as a device for keeping minimum joint gap in between the paving blockes , as per cl. no. 3.26 of IS: 15658) and of specied size and shape with aspect ration(the ratio of length to thickness of a paver block, as per cl. no. 3.3 of IS:15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a caushin of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the edge with cut blocks as per cl. no. 8.7 of IRC SP-63 (2018) with compaction, levelling and filling up of the edge gap. 100mm thick. Gray
6Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. C PCC Grade M25 I) Using concrete mixer
7Providing 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 excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade Using concrete mixer.
8Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required.
9GST @ 18%(CGST 9% + SGST 9%)of above
10Labour Welfare Cess@1%
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