Name of Work: Providing 2000 Litre HDPE Tank and Pipeline at W.No.18 Amaravathi Nagar
Sl. No.
Item Description
1
Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification. (SS-20B)
2
Cement concrete 1:4:8 mix (One cement four crushed stone sand and eight aggregate) using 40 mm ISS metal including mixing, laying, consolidating curring cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification
3
Randum rubble masonry in cement mortar 1:5 mix (One cement and five crushed stone sand) using best quality of new rough and bond stones including simultaneiously pointing curing, cost and conveyance of all materials to site and labour charges etc., complete as per standard specification
4
Plastering with cement mortar 1:3 mix (One cement and three crushed stone sand ) to 20 mm thick mixing curring cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification
5
Painting two coats with ready mixed plastic emulstion paint of first class quality paint and approved colour including priming coat through scrapping clean removal of dust etc., complete
6
Supply and delivery and fixing of 2000 Litre HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc
7
Earthwork open excavation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and depositing the excavated earth within the compound in places shown by departmental officers with an initial lead of 10m and lift of 2m and clearing and leveling etc. complete complying with standard specification.
8
Supplyingof 63 mm dia PVC 6 KSc pipe with ISI marked including transporting the same to the site directed by the departmental officers etc complete as standard specifications
9
Lowering of PVC rigid pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing.etc complete
10
50mm to 75mm dia PVC Pipe
11
Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed, watered and well consolidated etc. complete complying with standard specification.
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