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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.6 LAccepted-Finance KIZHAKKEKARA HOUSE KAKKANAD THRIKKAKARA MUNICIPALITY KAKKANAD | THRISSUR | KERALA | 680667 | ₹19.6 L | 1 | Accepted-Finance ACCEPTED |
| 2 | 2₹20.6 L+₹97,639.12 (4.97%)Rejected-Finance | ₹20.6 L+₹97,639.12 (4.97%) | 2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 5 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | RANJITH KUMAR N L2 | k.a.david L4 | JEEVA REJI L5 | MOHAMMED AJFAR K K L1 | NISHAD M C L3 | SOUTHERN PAVING TILES L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00CC block laying ,Cana maintenance | |||||||||
| 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. | 1,323 | sqm | 16.01 ₹21,181.23 | 15 ₹19,845 | 16.49 ₹21,816.27 | 15 ₹19,845 | 11 ₹14,553 Lowest | 16.49 ₹21,816.27 |
| 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 | 89.56 | cum | 2,700 ₹2,41,820.1 Lowest | 3,250 ₹2,91,079.75 | 3,437.68 ₹3,07,888.93 | 2,700 ₹2,41,820.1 Lowest | 2,970 ₹2,66,002.11 | 3,437.68 ₹3,07,888.93 |
| 1.00 | OD41797/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 1,379 | sqm | 1,025 ₹14,13,475 | 1,020 ₹14,06,580 | 1,076.63 ₹14,84,672.77 | 960 ₹13,23,840 Lowest | 1,050 ₹14,47,950 | 1,250 ₹17,23,750 |
| 1.00 | 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) | 11.96 | cum | 8,000 ₹95,720 | 8,950 ₹1,07,086.75 | 9,461.41 ₹1,13,205.77 | 7,800 ₹93,327 Lowest | 8,000 ₹95,720 | 9,461.41 ₹1,13,205.77 |
| 1.00 | 2.5.1.A:Dismantling of Structures <br> 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. <br> (I) By Manual Means <br> (A) Lime Concrete | 4.88 | cum | 900 ₹4,387.5 | 970 ₹4,728.75 | 1,028.35 ₹5,013.21 | 500 ₹2,437.5 | 393 ₹1,915.88 Lowest | 1,028.35 ₹5,013.21 |
| 1.01 | 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 | 26.4 | cum | 390 ₹10,296 | 429 ₹11,325.6 | 454.7 ₹12,004.08 | 290 ₹7,656 Lowest | 300 ₹7,920 | 454.7 ₹12,004.08 |
| 1.01 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.77 | cum | 7,800 ₹21,645 Lowest | 8,750 ₹24,281.25 | 9,270.6 ₹25,725.92 | 8,500 ₹23,587.5 | 7,800 ₹21,645 Lowest | 9,270.6 ₹25,725.92 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 11.65 | cum | 8,000 ₹93,240 | 8,550 ₹99,650.25 | 9,059 ₹1,05,582.65 | 8,000 ₹93,240 | 7,650 ₹89,160.75 Lowest | 9,059 ₹1,05,582.65 |
| 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 IV. R.C.C grade M 20 | 7.92 | cum | 8,400 ₹66,486 | 9,630 ₹76,221.45 | 10,182.66 ₹80,595.75 | 8,200 ₹64,903 Lowest | 8,588 ₹67,974.02 | 10,182.66 ₹80,595.75 |
Tender Value
₹22.0 L
EMD Value
₹50,000
Closing Date
15 Jul 2025, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.323 /26 , Paving tiles in Cherukottaram road , Haritha nagar (gandhi square part), jawahar cross road , swamiyanandha lane , pattath lane , mudembilly road , Concreting Alappat lane , paving tiles in kolatheri road bylanes in div- 51
2025_LSGD_768082_58
Kochi municipal Corporation CCPC3/27603/22(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹50,000
1 Sept 2026
8 Jul 2025
17 Jul 2025
8 Jul 2025
15 Jul 2025
8 Jul 2025
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