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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.4 LAccepted-AOC | ₹12.4 L | 1 | Accepted-AOC LOW RATE |
| 2 | 2₹12.5 L+₹2,822.29 (0.23%)Rejected-Finance ELAVUMKUDI HOUSE MEPRATHUPADI | KOTTAYAM | KERALA | 686102 | ₹12.5 L+₹2,822.29 (0.23%) | 2 | Rejected-Finance HIGH RATE |
| 3 | 3₹12.5 L+₹11,893.44 (0.96%)Rejected-Finance | ₹12.5 L+₹11,893.44 (0.96%) | 3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | Arun P L2 | SIJU. K.C. L1 | NIZARUDHEEN P P L3 |
|---|---|---|---|---|---|---|
| 1.00RETARRING AND DRAINAGE CONSTRUCTION | ||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 68.4 | cum | 50 ₹3,420 | 49.89 ₹3,412.48 Lowest | 50 ₹3,420 |
| 1.00 | OD312267/2025-2026: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 | 7.1 | cum | 7,916.69 ₹56,208.5 | 7,898.91 ₹56,082.26 Lowest | 8,075 ₹57,332.5 |
| 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) | 18.54 | cum | 8,046.68 ₹1,49,185.45 | 8,028.13 ₹1,48,841.53 Lowest | 8,205 ₹1,52,120.7 |
| 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 | 2.95 | cum | 9,043.34 ₹26,695.94 | 9,023.04 ₹26,636.01 Lowest | 9,220 ₹27,217.44 |
| 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 | 91,866.66 ₹20,945.6 | 91,660.43 ₹20,898.58 Lowest | 93,740 ₹21,372.72 |
| 1.01 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 2.7 | cum | 3,434.51 ₹9,273.18 | 3,426.8 ₹9,252.36 Lowest | 3,500 ₹9,450 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 36 | sqm | 78.61 ₹2,829.96 | 78.43 ₹2,823.48 Lowest | 80 ₹2,880 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 36 | sqm | 18.38 ₹661.68 | 18.44 ₹663.84 | 18 ₹648 Lowest |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,484 | sqm | 15.34 ₹38,104.56 | 15.3 ₹38,005.2 | 15 ₹37,260 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
11 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
KURUMATHUR GP
124/25-26 MAINTENANCE WORK TO KARIMBAM PARAKKANDAM KANICHAMAL CHUZHIPPAL ROAD -RETENDER
2026_LSGD_843025_1
AE/KMTR/TN/09/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KURUMATHUR GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,779
Yes
13 Jul 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING AND DRAINAGE CONSTRUCTION | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD312267/2025-2026: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 | 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 | 11.4.4: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 | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.007 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
| 1.008 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.009 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
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