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Description

Rough Cost Estimate For Restoration Of Damage By Municipal Corporation Yamunanagar. 1. Sbi Pansara Via Badhi Majra (id 542) 2. Badi Majra To H.b Tirath Nagar (id 539) 3. Badhi Majra To Sewerage Treatment Plant (id 536) 4. Badhi Majra To Tajakpur (id

Tendering Authority: Haryana Government

India, Haryana, YAMUNA NAGAR

NTID

29364106

Last Date For Submission

17 Oct, 2022

Closing Date

17 Oct, 2022

BOQ Items Total Items : 33 | Total Qty : 11727.739999999998
# Item Quantity Units
1 [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications 1366.50 Sqm
2 [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications 550.00 Sqm
3 [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications 1795.00 Sqm
4 [17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications 2062.50 Sqm
5 [17.7]Construction of Embankment with Material Deposited from Roadway Cutting or Excavation Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.as per technical clause 305 of MORT&H specifications (Use Excavated Earth) 268.91 cum
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