Directorate Of Panchayat Tender

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Directorate Of Panchayat Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date22 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 8,47,295 
Notes
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Costs

Description

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50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.

416.3

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50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

1015.13

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50.12.2.2:Providing & fixing Poly carbonate multi wall plain sheet 4 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size (5.5x55mm) with EPDM seal complete upto any pitch in horizontal / vertical / curved surfaces, but excluding the cost of purlins, rafters, trusses and including cutting to size and shapes where ever required.

145

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OD276670/2024-2025:Providing and laying60mm thick factory made cement concrete interlocking paver paver block made by block making machine with strong vibratory compaction of ,approved size design laid in required colour and pattern over and including 50mm thickcompacted bed of 6mm metal , filling the joints with fine sand etc, all complete as per the direction of Engineer-in-charge.

290

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OD363303/2024-2025:supplying and fixing half split PVC gutter 160mm size with MS flats 200x5 mm size @60 cm c/c fixing on roof members (purlin or rafters),bolts, nuts and washers etc.including making necessary connections with rain water pipes complete.

58

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OD380011/2024-2025:(DWSS )Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement& testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

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4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

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