Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67,634.03Accepted-AOC | ₹67,634.03 | L1 | Accepted-AOC L1 |
| 2 | L2₹73,213Rejected-AOC | ₹73,213 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | V K M L2 | MOHANAN V K L1 |
|---|---|---|---|---|---|
| 1.00Protection Wall for Road | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 4.2 | cum | 500 ₹2,100 | 441 ₹1,852.20 |
| 1.00 | OD428309/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 450 mm dia R.C.C. pipe | 2 | 1 meter | 2,000 ₹4,000 | 1,955 ₹3,910 |
| 1.00 | OD428310/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 11.03 | cum | 4,500 ₹49,612.50 | 4,160 ₹45,864 |
| 1.00 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.68 | cum | 10,000 ₹6,830 | 9,514 ₹6,498.06 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 1,10,000 ₹2,640 | 1,00,437 ₹2,410.49 |
| 1.01 | OD428325/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 6.92 | cum | 500 ₹3,460.50 | 464 ₹3,211.34 |
| 1.01 | OD428327/2025-2026:Filling with quarry muck
Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade | 1.84 | cum | 1,000 ₹1,838 | 947 ₹1,740.59 |
| 1.01 | OD428324/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers manually mixing by mix in place method and compacting with rammers to
achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause
408.
(i) Using naturally occuring gravel | 0.68 | cum | 4,000 ₹2,732 | 3,144 ₹2,147.35 |
Updated dates
Tender Value
₹67,643
EMD Value
₹1,691
Closing Date
9 Mar 2026, 10:00 amClosed
PRAJISHA A.R
AE LID EW ANANGANADI GP
PRO NO 308/26 MAKKANDIPPARA ANGANWADI THURAVANKUNNU ROAD RENOVATION
2026_LSGD_841003_1
T10/2025-26/AE/LSGD/ANGDY
Open Tender
Civil Works - Roads
Ananganadi
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹1,691
Yes
23 May 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
Protection Wall for Road
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD428309/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 450 mm dia R.C.C. pipe
OD428310/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD428325/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD428327/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of sub grade
OD428324/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1417970.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.09 MB
viewnit.pdf
Tender Documents • 0.03 MB
BOQ_1417970.xls
BOQ • 0.30 MB
viewsbd.pdf
Other Document • 1.98 MB
Download all tender documents and submit your bid