Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.5 LAdmitted-Finance | -1.11% | ₹10.5 L | L1 | Admitted-Finance |
| 2 | L2₹10.6 LAdmitted-Finance | -0.11% | ₹10.6 L | L2 | Admitted-Finance |
Tender Value
₹12.5 L
EMD Value
₹25,000
Closing Date
26 Mar 2026, 12:00 pmClosed
EE RED Lucknow
EE RED Lucknow Near Vikas Bhawan, Sarvoday Nagar, Lucknow
Under District Lucknow, Construction of CC Road and Drain from In Hanumantapuram under Faizullaganj IV ward, a Araa machine to Sumer Yadav house, Lot No 7
2026_REDUP_1123178_7
2519/EE RED Lucknow/25-26 Dt 23/02/2026
Open Tender
Civil Works
90 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹860
₹25,000
EE RED Lucknow
4 Apr 2026
10 Mar 2026
26 Mar 2026
10 Mar 2026
26 Mar 2026
10 Mar 2026
16 Mar 2026
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 Table 300.1 and 300.2 with lead upto 1000 m as per technical specification clause 301.5
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:As per DAR- 2.8.1
Providing and laying in position cement concrete 1:5:10 (1cement, 5 coarse sand (zone-III), 10 graded stone aggregate 40 mm Nominal Size) excluding the cost of centering and shuttering- All work upto plinth level as per PWD (SCH.)- 274 Ref. to DAR 4.1.10
Brick work with common burnt clay (non modular) bricks of class -150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) As per DAR- 6.1.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) All work up to plinth level :DAR-4.1.2
12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand) as per DAR-13.4.1
Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) as SI No. 5.1.2 (Drain Cover)
Centering and shuttering including strutting, propping etc and removal of form for Foundations footings, bases of cloumns, etc for mass concrete as Si NO. 5.9.1
Mild steel or iron in plain work such as rein-forced concrete or reinforced brick work (when not included in overall rates) wrought to required shape as necessary.
Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401.
Providing Laying spreading and compaction stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification clause 405.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
Supply and fixing of Inauguration / Lokarpan Granite Stone including ,painting, writing, fixing, and also including supply of all meterials, labour and T&P etc. required for proper completion of work.
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 8.81 MB
Tendernotice_2.pdf
PDF • 9.37 MB
BOQ_2092322.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid