Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAccepted-AOC 0 MOHAN LAN VILL GANAI P O CHAIL CHOWK TEHSIL CHACHIOT MANDI HIMACHAL PRADESH 175045 UDYAM HP 08 0003983 02AAXFP6765G1ZQ B R | MANDI | HIMACHAL PRADESH | 175045 | ₹31.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical 300 CHAPATTI MAINPURI CHAPATTI MAINPURI MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | - | - | Rejected-Technical DIS-QUALIFIED |
Tender Value
₹43.1 L
EMD Value
₹87,000
Closing Date
27 Feb 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Development of 01 No Pond in Village Tilapta Karanwas, Greater Noida.
2026_GNIDA_1116526_7
SM/(E-TENDER CELL)/2026/717 DATED-13.02.2026
Open Tender
Civil Works
Fixed-rate
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,030
₹87,000
8 Jul 2026
17 Feb 2026
5 Mar 2026
17 Feb 2026
27 Feb 2026
17 Feb 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 |
|---|---|---|---|---|---|
| 1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR/251 (A)/4.1.1) | |||||
| 1.01 | Depth from 0.0 to 1.5M below G.L. | - | Cum | - | - |
| 2 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required (DSR-18/2.24.1/AR) | 1 | Cum | - | - |
| 3Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) | |||||
| 4 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.18) | - | Sqm | 1 | - |
| 5Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 5.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 6Plain/Reinforced Cement concrete in open foundation complete as per Drawing and Technical Specifications. (MORTH-20/9.06/E/Case-II) | |||||
| 6.01 | RCC Grade M-25 using batching plant transit mixture and manual placing (MORTH-20/9.06/E/Case-II) | - | Cum | 1 | - |
| 7Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete upto plinth level | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 4.45 MB
PreQ_Pond_Tilapta.pdf
Tender Documents • 0.98 MB
BOQ_2073836.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .