Directorate Of Town Panchayats Tender

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The DTP has issued a formal invitation for competitive bids for the Directorate Of Town Panchayats project, for Providingpaver Block Interlocking Flooring Arrangements In West Sathankulam Bungalow Street In Sathankulam Town Panchayat in Tuticorin, Tamil Nadu, with an estimated contract value of Rs. 14,00,000. The bid opening date for this tender is 26-12-2024 and the last date for bid submission is 02-01-2025. Interested bidders for Directorate Of Town Panchayats tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Directorate Of Town Panchayats - DTP Tender

Works
Civil And Construction
Eprocure
Opening Date26 Dec 2024
Closing Date2 Jan 2025
Tender Amount₹ 14,00,000 
Notes
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Costs

Summary

Providingpaver Block Interlocking Flooring Arrangements In West Sathankulam Bungalow Street In Sathankulam Town Panchayat

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BOQ Items

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Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate Crushed Stone Sand and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNDSS No.28).

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Plain Cement Concrete 1:2:4 mix (One Cement, Two Fine Aggregate Crushed Stone Sand and Four Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers TNDSS No.30 &86

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Providing and laying WMM (Wet Mix Macadam) of specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibratory rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORTH 406

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Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNDSS No.23,24 ).

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A) WITH OUT STRUTTING ( PCC Work)

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