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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC LOWER VALUE |
| 2 | L2₹5.5 L+₹32,645.31 (6.30%)Rejected-AOC | ₹5.5 L+₹32,645.31 (6.30%) | L2 | Rejected-AOC HIGHER VALUE |
| Sl No | Description | Qty | Unit | PRAVEEN. T L2 | Prakashan VV L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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 | 33.6 | cum | 394.26 ₹13,247.14 | 370.9 ₹12,462.24 Lowest |
| 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 | 7.68 | cum | 8,038.42 ₹61,775.26 | 7,562.06 ₹58,114.43 Lowest |
| 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) | 32.8 | cum | 7,855.71 ₹2,57,667.29 | 7,390.18 ₹2,42,397.9 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.07 | tonne | 89,787.54 ₹6,464.7 | 84,376.72 ₹6,075.12 Lowest |
| 1.00 | 13.1.3:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C Grade M 30 | 0.55 | cum | 10,958.65 ₹6,016.3 | 10,309.24 ₹5,659.77 Lowest |
| 1.01 | OD376712/2025-2026:Latarete masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 1.49 | cum | 7,244.79 ₹10,816.47 | 6,815.47 ₹10,175.5 Lowest |
| 1.01 | OD362230/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. ( Data Derived from DSR 60-6)
For 10M | 16 | metre | 112.53 ₹1,800.48 | 105.86 ₹1,693.76 Lowest |
| 1.01 | OD438520/2025-2026:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. ( DATA Derived From DSR 15.56) | 174.2 | per sqm | 52.58 ₹9,159.44 | 49.46 ₹8,615.93 Lowest |
| 1.01 | OD367740/2025-2026:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) Original data DAR 13.1.1 (Details of cost for 10 sqm) | 196.52 | sqm | 319.36 ₹62,760.63 | 300.44 ₹59,042.47 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,391
Closing Date
16 Mar 2026, 5:00 pmClosed
Assistant engineer
Assistant Engineer Anjarakkandy Grama Panchayath
ANJARAKANDY GRAMA PANCHAYATh PROJECT No 206/2025 26 CONSTRUCTION OF RETAINING WALL AT MAMBA SUB CENTRE
2026_LSGD_844560_1
AE/AGP/TN-8/2025-26
Open Tender
Civil Works - Others
Item Rate
Anjarakkandy
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,270
Yes
₹14,391
Yes
4 Aug 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 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 | - | cum | - | - |
| 1.002 | 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 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.005 | 13.1.3:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C Grade M 30 | 1 | cum | - | - |
| 1.006 | OD376712/2025-2026:Latarete masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.007 | OD362230/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. ( Data Derived from DSR 60-6)
For 10M | - | metre | - | - |
| 1.008 | OD438520/2025-2026:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. ( DATA Derived From DSR 15.56) | 1 | per sqm | - | - |
| 1.009 | OD367740/2025-2026:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) Original data DAR 13.1.1 (Details of cost for 10 sqm) | - | sqm | - | - |
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