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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | DEEPAK KR L2 | SHEFEER E S L1 |
|---|---|---|---|---|---|
| 1.00Interlock tile paving | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 195 | sqm | 14.68 ₹2,862.6 | 14.54 ₹2,835.3 Lowest |
| 1.00 | 3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 36 | sqm | 46.81 ₹1,685.16 | 46.33 ₹1,667.88 Lowest |
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.3 | cum | 1,682.77 ₹5,553.14 | 1,665.34 ₹5,495.62 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 7.7 | cum | 3,063 ₹23,585.1 | 3,030.8 ₹23,337.16 Lowest |
| 1.00 | OD419466/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydrulic blocks of approved size ,design & shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness ,etc.all complete as per the direction of Engineer in -charge | 311.6 | sqm | 1,090.18 ₹3,39,700.09 | 1,078.89 ₹3,36,182.12 Lowest |
| 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) | 2.94 | cum | 8,429 ₹24,755.97 | 8,341.55 ₹24,499.13 Lowest |
| 1.01 | 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) | 1.83 | cum | 8,072 ₹14,771.76 | 7,987.55 ₹14,617.22 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.27 | tonne | 92,152 ₹25,157.5 | 91,197.08 ₹24,896.8 Lowest |
| 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 | 2.73 | cum | 9,072 ₹24,766.56 | 8,977.43 ₹24,508.38 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,696
Closing Date
29 Jan 2026, 6:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
Annual Plan-Pro.821-25-26 RENNOVATION OF HILL PALACE BYLANE ROADS IN WARD 21-THRIPUNITHURA MUNCIPALITY-General Civil Work
2026_LSGD_829928_14
PW1-517354/26
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,696
Yes
7 Jul 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
Interlock tile paving
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD419466/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydrulic blocks of approved size ,design & shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness ,etc.all complete as per the direction of Engineer in -charge
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)
11.4.2.1: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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
OD421245/2025-2026:Engaging man coolie
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