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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAccepted-AOC | ₹3.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.0 LRejected-Finance | ₹4.0 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | UBAID P L2 | KRISHNAN L3 | MUHAMMED RAFEEQ L1 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF DRINAGE | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 39.6 | cum | 430 ₹17,028 | 441.48 ₹17,482.61 | 391.43 ₹15,500.63 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 9 | cum | 8,700 ₹78,300 | 9,001.47 ₹81,013.23 | 7,980.69 ₹71,826.21 |
| 1.00 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18 | cum | 8,400 ₹1.5 L | 8,796.85 ₹1.6 L | 7,799.29 ₹1.4 L |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.8 | cum | 8,600 ₹15,480 | 9,186.74 ₹16,536.13 | 8,144.95 ₹14,660.91 |
| 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 IV. R.C.C grade M 20 | 3 | cum | 9,200 ₹27,600 | 9,887.03 ₹29,661.09 | 8,765.85 ₹26,297.55 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.28 | tonne | 94,000 ₹26,508 | 1,00,437.31 ₹28,323.32 | 89,047.71 ₹25,111.45 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 6.75 | cum | 65 ₹438.75 | 66.85 ₹451.24 | 59.26 ₹400.01 |
| 1.01 | OD324769/2025-2026:Filling with Quarry Muck
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 | 4.5 | cum | 900 ₹4,050 | 947 ₹4,261.50 | 840.08 ₹3,780.36 |
| 1.01 | OD324768/2025-2026: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. | 4.5 | cum | 1,400 ₹6,300 | 2,438 ₹10,971 | 2,076.13 ₹9,342.59 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
17 Oct 2025, 10:30 amClosed
Asst. Executive Enguneer,Pattambi Block Panchayath
O/o Asst. Executive Engineer,
Annual Plan-PATTAMBI BLOCK PANCHAYATH 2025-26 PRO.NO.22-25-26 PERUMUDIYUR ROAD DRAINAGE CONSTRUCTION IN MUTHUTHALA GRAMA PANCHAYATH
2025_LSGD_806512_3
04/2025-26/AEE/LIDEW/PTB
Open Tender
Civil Works - Roads
PATTAMBI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
20 Jan 2026
7 Oct 2025
18 Oct 2025
7 Oct 2025
17 Oct 2025
7 Oct 2025
Amount
CONSTRUCTION OF DRINAGE
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 I. P.C.C grade M 10 (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD324769/2025-2026:Filling with Quarry Muck 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
OD324768/2025-2026: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.
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)
OD324766/2025-2026:Engaging Labour for clearing site
OD324767/2025-2026:Name board (MORD):Supplying and providing readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick Iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with CC 1:2:4 etc complete
UBAID P (BID ID -2393352)
KRISHNAN (BID ID -2394358)
Bidder Name
MUHAMMED RAFEEQ
KRISHNAN
UBAID P
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