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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC | ₹2.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.0 LRejected-AOC | ₹3.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | moidu L2 | ALI L1 |
|---|---|---|---|---|---|
| 1.00Road Interlocking | |||||
| 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 | 2.4 | cum | 385.56 ₹925.34 | 380.61 ₹913.46 |
| 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 | 1.2 | cum | 7,860.97 ₹9,433.16 | 7,760.15 ₹9,312.18 |
| 1.00 | 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 | 3.4 | cum | 7,454.2 ₹25,344.28 | 7,358.6 ₹25,019.24 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.23 | tonne | 87,711.9 ₹19,910.60 | 86,587 ₹19,655.25 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 128 | sqm | 13.98 ₹1,789.44 | 13.8 ₹1,766.40 |
| 1.01 | OD286875/2025-2026:Filling with Quarry Muck <br> 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 | 16.4 | cum | 827.47 ₹13,570.51 | 816.86 ₹13,396.50 |
| 1.01 | 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. | 16.4 | cum | 2,169.33 ₹35,577.01 | 2,141.51 ₹35,120.76 |
| 1.01 | OD286896/2025-2026:Flooring with Interlocking paving blocks 80mm thick M30 Grade over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer/ compacting machine hand operated including cost and conveyance of all materials labour charges etc complete.Excluding cost of edge concreting (16.91.2 Modified). | 133 | per sqm | 1,014.12 ₹1.3 L | 1,001.12 ₹1.3 L |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 6.24 | cum | 8,352.02 ₹52,116.60 | 8,244.9 ₹51,448.18 |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
16 Oct 2025, 1:00 pmClosed
Assistant Engineer
LID EW Section, Pattambi Municipality
PATTAMBI MUNICIPALITY 2025 26 PR NO 326/26 RENOVATION ANTHOOR PALLIYAL ROAD TO VELAYUDHAN COLONY ROAD IN DIVISION 17
2025_LSGD_807463_42
02/AE/LSGD/PTB/MPTY/2025-26
Open Tender
Civil Works - Roads
120 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,474
Yes
19 Dec 2025
10 Oct 2025
17 Oct 2025
10 Oct 2025
16 Oct 2025
10 Oct 2025
Amount
Road Interlocking
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
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
11.4.4: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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
OD286875/2025-2026:Filling with Quarry Muck <br> 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
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.
OD286896/2025-2026:Flooring with Interlocking paving blocks 80mm thick M30 Grade over a bed of 6mm metal filling in 50mm average thick and compacting using earth hammer/ compacting machine hand operated including cost and conveyance of all materials labour charges etc complete.Excluding cost of edge concreting (16.91.2 Modified).
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD286895/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete
moidu (BID ID -2390102)
Bidder Name
moidu
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