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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.5 LAccepted-AOC KERALA KL | 1 | Accepted-AOC L1 | |
| 2 | 2₹20.5 L+₹5,824 (0.28%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹22.2 L+₹1.8 L (8.73%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹23.2 L+₹2.7 L (13.2%)Rejected-Finance 1507 SUB TREASURY NILAMBUR | KANNUR | KERALA | 670612 | 4 | Rejected-Finance L4 | |
| 5 | 5₹25.3 L+₹4.9 L (23.7%)Rejected-Finance | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | akbar L3 | SUDHEER.K L2 | SAMSON M JOHN L4 | Daybro constructions L5 | JAMES N S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD RE-TARRING | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,335.02 | sqm | 14.7 ₹19,624.74 | 9.5 ₹12,682.65 Lowest | 10.82 ₹14,444.87 | 18.7 ₹24,964.8 | 9.55 ₹12,749.4 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 89.81 | cum | 2,283.3 ₹2,05,054.04 | 2,190 ₹1,96,675.14 | 2,472.09 ₹2,22,008.51 | 3,283.6 ₹2,94,886.98 | 2,183.12 ₹1,96,057.27 Lowest |
| 1.00 | OD428540/2024-2025:OD from 16.68 -Providing and laying 80 mm thick factory made cement concrete interlocking paver
block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size,
design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of Stone
Aggregate(single size): 06 mm nominal size, filling the joints with fine sand etc. all complete as per the
direction of Engineer-in-charge. | 1,411.27 | sqm | 1,095.42 ₹15,45,929 | 1,008 ₹14,22,556.13 | 1,137.6 ₹16,05,456.2 | 1,200.6 ₹16,94,365.96 | 1,004.62 ₹14,17,786.05 Lowest |
| 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) | 51.61 | cum | 8,739.23 ₹4,50,996.7 | 8,070 ₹4,16,460.42 | 9,114.17 ₹4,70,345.86 | 9,900.5 ₹5,10,925.2 | 8,048.77 ₹4,15,364.82 Lowest |
| 1.00 | OD428691/2024-2025:Providing and fixing Granite of any colour and shade for Name board as per the MP LADS work norms , of required size laid over base of cement as per the direction of Engineer in charge. | 1 | each | 2,500 ₹2,500 Lowest | 3,000 ₹3,000 | 4,068.25 ₹4,068.25 | 5,500 ₹5,500 | 3,592.7 ₹3,592.7 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
11 Aug 2025, 1:15 pmClosed
BLOCK DEVELOPMENT OFFICER
Block Development Office Nilambur
Mooleppadam Alakkal Vijayapuram Road construction
2025_CRD_782212_1
D-204/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
NILAMBUR BLOCK PANCHAYATH
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
7 Oct 2025
4 Aug 2025
12 Aug 2025
4 Aug 2025
11 Aug 2025
4 Aug 2025
4 Aug 2025 - 11 Aug 2025
Amount
ROAD RE-TARRING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD428540/2024-2025:OD from 16.68 -Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of Stone Aggregate(single size): 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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)
OD428691/2024-2025:Providing and fixing Granite of any colour and shade for Name board as per the MP LADS work norms , of required size laid over base of cement as per the direction of Engineer in charge.
SUDHEER.K (BID ID -2281555)
akbar (BID ID -2281417)
SAMSON M JOHN (BID ID -2282638)
Daybro constructions (BID ID -2282016)
Bidder Name
Daybro constructions
akbar
SUDHEER.K
SAMSON M JOHN
JAMES N S
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