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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L8 |
| 5 | Rejected-Technical KALLIYOOR P O THIRUVANANTHAPURAM 42 KERALA | 42 | - | - | Rejected-Technical L9 |
| Sl No | Description | Qty | Unit | Shibukumar L5 | VINOD. S L1 | M.Salahudeen L8 | A HASHIM L7 | SHAMNAD.N S L3 | AJAY KRISHNA P S L6 | Vijayasenan Nair L2 | SARATH S L9 | SASEENDRAN NAIR S L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Reconcrete | ||||||||||||
| 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 | 0.63 | cum | 365.79 ₹230.45 | 321.92 ₹202.81 Lowest | 380.82 ₹239.92 | 389.48 ₹245.37 | 354.73 ₹223.48 | 383.61 ₹241.67 | 354.05 ₹223.05 | 415 ₹261.45 | 358.34 ₹225.75 |
| 1.00 | OD71227/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications - P.C.C grade M 10
Nominal mix 1:3:6 | 0.21 | cum | 7,170.99 ₹1,505.91 | 6,311 ₹1,325.31 Lowest | 7,470.41 ₹1,568.79 | 7,635.49 ₹1,603.45 | 6,954.22 ₹1,460.39 | 7,520.47 ₹1,579.3 | 6,940.95 ₹1,457.6 | 8,140 ₹1,709.4 | 7,025 ₹1,475.25 |
| 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) | 0.84 | cum | 7,288.3 ₹6,122.17 | 6,414.24 ₹5,387.96 Lowest | 75,989.24 ₹63,830.96 | 7,760.4 ₹6,518.74 | 7,067.99 ₹5,937.11 | 7,643.5 ₹6,420.54 | 7,054.5 ₹5,925.78 | 8,270 ₹6,946.8 | 7,139.93 ₹5,997.54 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 44.8 | cum | 45.91 ₹2,056.77 | 40.4 ₹1,809.92 Lowest | 47.29 ₹2,118.59 | 48.88 ₹2,189.82 | 44.52 ₹1,994.5 | 48.14 ₹2,156.67 | 44.43 ₹1,990.46 | 52 ₹2,329.6 | 44.97 ₹2,014.66 |
| 1.00 | OD71346/2026-2027: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 ( Derived from DAR 51.2.3) | 12 | cum | 1,510.12 ₹18,121.44 | 1,329.02 ₹15,948.24 Lowest | 1,573.12 ₹18,877.44 | 1,607.94 ₹19,295.28 | 1,464.48 ₹17,573.76 | 1,583.72 ₹19,004.64 | 1,461.68 ₹17,540.16 | 1,713 ₹20,556 | 1,479.38 ₹17,752.56 |
| 1.01 | OD70392/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 807.2 | sqm | 30.44 ₹24,571.17 | 26.79 ₹21,624.89 Lowest | 31.24 ₹25,216.93 | 32.41 ₹26,161.35 | 29.52 ₹23,828.54 | 31.93 ₹25,773.9 | 29.47 ₹23,788.18 | 34.55 ₹27,888.76 | 29.82 ₹24,070.7 |
| 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) | 80.72 | cum | 7,611.31 ₹6,14,384.94 | 6,698.51 ₹5,40,703.73 Lowest | 7,928.92 ₹6,40,022.42 | 8,104.33 ₹6,54,181.52 | 7,381.23 ₹5,95,812.89 | 7,982.25 ₹6,44,327.22 | 7,367.15 ₹5,94,676.35 | 8,630 ₹6,96,613.6 | 7,456.36 ₹6,01,877.38 |
| 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 | 1.05 | cum | 8,191.52 ₹8,601.1 | 7,209.14 ₹7,569.6 Lowest | 8,533.51 ₹8,960.19 | 8,722.13 ₹9,158.24 | 7,943.91 ₹8,341.11 | 8,590.74 ₹9,020.28 | 7,928.75 ₹8,325.19 | 9,297 ₹9,761.85 | 8,024.76 ₹8,426 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.1 | tonne | 83,213.43 ₹8,737.41 | 73,233.98 ₹7,689.57 Lowest | 86,693.7 ₹9,102.84 | 88,603.56 ₹9,303.37 | 80,698.03 ₹8,473.29 | 87,268.86 ₹9,163.23 | 80,544.03 ₹8,457.12 | 94,455 ₹9,917.78 | 81,519.38 ₹8,559.53 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
2 Jul 2026, 1:00 pmClosed
AE
O/o The AE
Annual Plan-2026-27 Pullampara GP Maruthumoodu Venkamala Mankuzhi Road Side Concrete In Ward 9-Pro. No. 18/27- General Civil Work
2026_LSGD_857427_1
1(18)/AE/LSGD/PLM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
pullampara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,172
Yes
4 Aug 2026
24 Jun 2026
6 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconcrete | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | OD71227/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open
foundations complete as per drawings and technical specifications - P.C.C grade M 10
Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1 | cum | - | - |
| 1.005 | OD71346/2026-2027: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 ( Derived from DAR 51.2.3) | - | cum | - | - |
| 1.006 | OD70392/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | sqm | - | - |
| 1.007 | 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 | cum | - | - |
| 1.008 | 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 | - | cum | - | - |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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