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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Prasad VP L3 | BHADRAN.V.V. L4 | sandeep tn L2 | JOY K G L5 | SHEFEER E S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Interlock tile paving | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 933.55 | sqm | 16 ₹14,936.8 | 16 ₹14,936.8 | 16.01 ₹14,946.14 | 16.01 ₹14,946.14 | 15.92 ₹14,862.12 Lowest |
| 1.00 | 2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete | 1.68 | cum | 1,233.9 ₹2,072.95 | 1,233 ₹2,071.44 | 1,233.92 ₹2,072.99 | 1,233.92 ₹2,072.99 | 1,227.18 ₹2,061.66 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 50.62 | cum | 658.7 ₹33,346.69 | 658.77 ₹33,350.23 | 658.77 ₹33,350.23 | 658.77 ₹33,350.23 | 655.17 ₹33,167.98 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 50.68 | cum | 3,337.8 ₹1,69,153.03 | 3,337.88 ₹1,69,157.08 | 3,337 ₹1,69,112.49 | 3,337.88 ₹1,69,157.08 | 3,319.64 ₹1,68,232.72 Lowest |
| 1.00 | OD75042/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge | 1,179.85 | sqm | 1,160.3 ₹13,68,979.96 | 1,160.33 ₹13,69,015.35 | 1,160 ₹13,68,626 | 1,160.33 ₹13,69,015.35 | 1,153.99 ₹13,61,535.1 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) | 11.51 | cum | 9,186.7 ₹1,05,720.54 | 9,186.73 ₹1,05,720.89 | 9,186 ₹1,05,712.49 | 9,186.73 ₹1,05,720.89 | 9,136.3 ₹1,05,140.54 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,357
Closing Date
11 Aug 2025, 6:00 pmClosed
Asst Exe Engineer
Office of Asst Exe Engineer Tripunithura Municipality
Annual Plan-SO235-25-26 Ward 16 hillpalace vallayil road tiling cherapuram road balance portion tiling karingachira pulari press road tiling perunninakulam road tiling-Interlocking-General Civil Work
2025_LSGD_780127_4
ME/TPRA/LSGD/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,257
₹42,357
11 Nov 2025
1 Aug 2025
14 Aug 2025
1 Aug 2025
11 Aug 2025
1 Aug 2025
Amount
Interlock tile paving
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
2.5.1.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (B) Cement Concrete
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material
OD75042/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc 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)
sandeep tn (BID ID -2281582)
Prasad VP (BID ID -2281107)
BHADRAN.V.V. (BID ID -2281421)
JOY K G (BID ID -2280684)
Bidder Name
BHADRAN.V.V.
Prasad VP
SHEFEER E S
JOY K G
sandeep tn
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