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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical GALI NO 1 KRISHNA NAGAR MAINPURI | Accepted-Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Qualified |
Tender Value
₹14.8 Cr
EMD Value
₹29.5 L
Closing Date
4 May 2026, 12:00 pmClosed
CHIEF ENGINEER
LDA GOMTI NAGAR LUCKNOW
Gomti Nagar Vistar Sector-7 Isthit Sarsawa me serjit Group Housing Bhukhando ki suvidha hetu vikash karya
2026_LDAUP_1140172_1
14/E-Tender/CE/2026-27_01
Open Tender
Civil Works
Percentage
365 days
LUCKNOW
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,366
SECRATARY LDA
₹29.5 L
20 Jun 2026
22 Apr 2026
5 May 2026
22 Apr 2026
4 May 2026
22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | - | 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 | - | 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) | - | 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 | - | 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 | - | m | - | - |
| 6 | Supply & Laying of 600 mm ID Sn16 Double wall corrugated (DWC) pipes made of PP confirming to IS 16098 P-2 (Make Astral / Rex, Alom, Supreme) For leak proof Joints "Double Wall Corrugated (DWC) Pipe above 150mm ID (in all the stiffness classes), should be supplied with Integral non-detachable socket having a minimum ring stiffness of 4 KN/m2 when tested individually according to Annexure C of IS-16098 Part I. For proper and leak tight jointing, Pipes of 200 & above sizes shall be joined with the help of Jacks only - to be provided by the pipes suppliers. No manual jointing is permitted for >200mm sizes. DWC pipes Manufacturer /or its group company should have at least 3 years' experience of production of any sanction Rate-1065 | - | m | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :, 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 2023- 4.1.8 | - | Cum | - | - |
| 8 | Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level- L.D.A APPRO. | - | Qtl | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :, Centering and shuttering including strutting and propping and removal of items for: Foundations, footings, base of columns, etc DSR 2023/5.9.1DSR 2023- 5.9.1 | - | Sqm | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :, Suspended floors, roofs, landings, balconies and access platformDSR 2023- 5.9.3 | - | Sqm | - | - |
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