Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.8 LAccepted-AOC | 1 | Accepted-AOC accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | SELNESH V L2 | N Raghavan L1 |
|---|---|---|---|---|---|
| 1.00Drainage Construction | |||||
| 1.00 | OD473248/2025-2026:Dismantilling and refixing drain top covering R C C slab rate for removing silt ,waste
matters and cleaning inside the drainage canal are paid seperately after refixing drain
top covering R C C slab including all labour charges etc complete /Labour engaging
for 30.0meter/3man | 43.1 | metre | 115.75 ₹4,988.83 | 103.23 ₹4,449.21 Lowest |
| 1.00 | OD473247/2025-2026:Demolishing Laterite masonry manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-Charge. In cement mortar(Modified 15.7.4) | 5.5 | cum | 1,861.28 ₹10,237.04 | 1,659.92 ₹9,129.56 Lowest |
| 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 | 16.61 | cum | 453.27 ₹7,526.55 | 404.23 ₹6,712.24 Lowest |
| 1.00 | OD472962/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade up low lying and water logged
areas with local material/ quarry muck, spreading in layers, leveling the top at site and
consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.05 | cum | 1,285.59 ₹7,777.82 | 1,146.51 ₹6,936.39 Lowest |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 6.05 | cum | 9,241.5 ₹55,911.08 | 8,241.73 ₹49,862.47 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 32.67 | cum | 9,031.44 ₹2,95,057.14 | 8,054.38 ₹2,63,136.59 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.31 | cum | 10,150.69 ₹23,448.09 | 9,052.57 ₹20,911.44 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.21 | tonne | 1,03,115.64 ₹21,448.05 | 91,960.4 ₹19,127.76 Lowest |
| 1.01 | OD472997/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets
0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos
horizontally and 3 Nos vertically
to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm
above from ground level
and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of
all materials
all labour charges, fabricating etc complete | 1 | no | 2,216.09 ₹2,216.09 | 1,976.34 ₹1,976.34 Lowest |
Tender Value
₹3.9 L
EMD Value
₹9,741
Closing Date
27 Feb 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of assistant Engineer Muzhappilangad GP
Annual Plan-Muzhappilangad GP 279/2025-26-HIGH SCHOOL KADAV ROAD PALLIPRAM DRAINAGE CUM FOOTPATH
2026_LSGD_838660_1
AE/LSGD/MUZ/ETEN-08/25-26
Open Tender
Civil Works - Others
Item Rate
180 days
Muzhappilangad GP
Please3 refer tender document
9 documents required · 9 mandatory
₹860
Yes
₹9,741
Yes
15 May 2026
20 Feb 2026
28 Feb 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
Drainage Construction
OD473248/2025-2026:Dismantilling and refixing drain top covering R C C slab rate for removing silt ,waste matters and cleaning inside the drainage canal are paid seperately after refixing drain top covering R C C slab including all labour charges etc complete /Labour engaging for 30.0meter/3man
OD473247/2025-2026:Demolishing Laterite masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar(Modified 15.7.4)
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
OD472962/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD472997/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 0.63 mm thick (class IIII ) fitted with 20 X20 x 160 mm size rectangular hollow section 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 1 Nos. 32 mm GI pipe vertically 150 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1412879.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 • 0.29 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
BOQ_1412879.xls
BOQ • 0.25 MB
sbd202.pdf
Tender Documents • 2.33 MB
nit202.pdf
Other Document • 0.03 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 .