Empowering Indian businesses in the procurement ecosystem since 2012
| Tender ID | 4073309 |
|---|---|
| Organisation Name | Lucknow Development Authority |
| Tender Brief | Gomti Nagar Vistar Sector-7 Isthit Sarsawa Me Serjit Group Housing Bhukhando Ki Suvidha Hetu Vikash Karya |
| Last Date For Submission | 4th May, 2026 |
| Opening Date | 05 May, 2026 |
| Document Cost | 4366.00 |
|---|---|
| EMD | 2954300.00 |
| Estimated Cost | 147714916.00 |
| City | Lucknow |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil.DSR 2023- 2.8.1 | 10,457.25 | Cum |
| 2 | Excavation for depth below ground level for laying sewers, manholes, gully pits, chambers, sump etc. in ordinary soil (earth sand, loam and clay) including cutting of joints pits, trimming, dressing, levelling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.00.00 - 01.50 m BGL (S/R)-1061 | 2,452.50 | cum |
| 3 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work) Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 Km. as per Technical Specification Clause 301.5,- MORD -301.5 (3.4) | 90,819.75 | cum |
| 4 | Construction of 1.00x1.20x1.50 m internal size manhole as per standard dsign and specification of LDA & including 30 cm thick cement concrete 1:4:8 base & channel (with 40 mm stone ballast, coarse sand & cement), brick work one & half brick work thick in 1:4 cement & coarse sand mortar & with neat cement finish including 16 mm dia M.S. bar foot rest embedded with 1:2:4 cement concrete at 23 cm centre to centre and 15 cm thick RCC slab with 1:1.5:3 cement, coarse sand and 2 cm guage stone grit with including Circular Shape 560mm dia Precast R.C.C. Manhole Cover with Frame (EHD-35), floor with 1:2:4 cement concrete all complete as per Engineer in charge of work (height will be measured from invert of pipe to bottom of the slab (Sanction Rate)-1067 | 60.00 | nos |
| 5 | Addition / subtraction Masonry shaft 1.00 x 1.20 m size as per slandard design & specification of LDA having one and half B/W in 1:4 cement & coarse sand mortar 12 mm thick cement plaster in 1:4 cement & coarse sand mortar with neat cement finished & including 16 mm dia MS bar foot rest embedded with 1:2:4 cement concrete as 23 cm. centre to centre all complete as per of Engineer in charge of work. (Sanction Rate)-1068 | 30.00 | m |
10 Days Left