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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹1.7 L+₹11.53 (<0.01%)Rejected-AOC | L2 | Rejected-AOC higher rate | |
| 3 | L3₹1.7 L+₹2,778.12 (1.64%)Rejected-AOC THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | L3 | Rejected-AOC higher rate | |
| 4 | L4₹1.7 L+₹5,734.99 (3.40%)Rejected-AOC | L4 | Rejected-AOC higher rate |
| Sl No | Description | Qty | Unit | T J Joseph Joy L3 | sinoj kumar.k L4 | SASEENDRAN M L2 | G S RAJEEV L1 |
|---|---|---|---|---|---|---|---|
| 1.00CROSS DRAIN | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 20.11 | cum | 515.72 ₹10,369.07 | 750.44 ₹15,088.35 | 750.44 ₹15,088.35 | 499.81 ₹10,049.18 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 2.61 | cum | 14.51 ₹37.87 | 13.82 ₹36.07 Lowest | 13.82 ₹36.07 Lowest | 14.07 ₹36.72 |
| 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 | 3.03 | cum | 8,029.19 ₹24,328.45 | 7,800 ₹23,634 | 7,600 ₹23,028 Lowest | 7,781.54 ₹23,578.07 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 8.4 | cum | 7,848.33 ₹65,925.97 | 8,000 ₹67,200 | 7,474.6 ₹62,786.64 Lowest | 7,606.25 ₹63,892.5 |
| 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 | 2.59 | cum | 8,849.39 ₹22,937.62 | 8,427.99 ₹21,845.35 Lowest | 8,427.99 ₹21,845.35 Lowest | 8,576.44 ₹22,230.13 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.18 | tonne | 90,649.72 ₹16,407.6 | 86,333.07 ₹15,626.29 Lowest | 86,333.07 ₹15,626.29 Lowest | 1,01,761.31 ₹18,418.8 |
| 1.01 | 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) | 0.88 | cum | 8,219.62 ₹7,192.17 | 7,828.21 ₹6,849.68 Lowest | 7,828.21 ₹6,849.68 Lowest | 7,966.09 ₹6,970.33 |
| 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. | 2.36 | cum | 2,312.13 ₹5,463.56 | 2,500 ₹5,907.5 | 2,202.03 ₹5,203.4 Lowest | 2,240.82 ₹5,295.06 |
| 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) | 2.02 | cum | 8,558.16 ₹17,330.27 | 8,150.63 ₹16,505.03 Lowest | 8,150.63 ₹16,505.03 Lowest | 8,294.19 ₹16,795.73 |
Tender Value
₹1.7 L
EMD Value
₹4,226
Closing Date
13 Mar 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE LSGD panathady gp
AE PANATHADY GP
Annual Plan-358/24-25-PANATHADY GP CROSS DRAIN TO PADY BEEMBUNKAL ROAD
2025_LSGD_745762_14
AE/LSGD/PDY/TEN/04/24-25
Open Tender
Civil Works - Roads
Item Rate
120 days
Panathady gp
Please refer Tender documents.
5 documents required · 5 mandatory
₹555
Yes
₹4,226
Yes
8 Sept 2025
6 Mar 2025
15 Mar 2025
6 Mar 2025
13 Mar 2025
6 Mar 2025
Amount
CROSS DRAIN
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
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)
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.
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)
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
SASEENDRAN M (BID ID -2150321)
T J Joseph Joy (BID ID -2153373)
sinoj kumar.k (BID ID -2152888)
Bidder Name
G S RAJEEV
T J Joseph Joy
SASEENDRAN M
sinoj kumar.k
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finance_1206823.pdf
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