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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.2 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹9.2 L | 1 | Accepted-AOC agreement executed |
| 2 | 2₹9.4 LRejected-AOC ERINJAD GRAMA PANCHAYATH | ₹9.4 L | 2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | Ranjith T L2 | MOHAMED SAGEER P A L3 | A.M.SHANAVAS L4 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage (RCC) | |||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 72.76 | cum | 394.7 ₹28,718.37 | 441.5 ₹32,123.54 | 410 ₹29,831.60 | 450 ₹32,742 |
| 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 | 8.56 | cum | 8,047.31 ₹68,884.97 | 8,650 ₹74,044 | 8,700 ₹74,472 | 9,500 ₹81,320 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 38.52 | cum | 9,348.92 ₹3.6 L | 9,250 ₹3.6 L | 9,600 ₹3.7 L | 10,500 ₹4.0 L |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.93 | tonne | 90,227.95 ₹1.7 L | 89,000 ₹1.7 L | 99,000 ₹1.9 L | 1,05,000 ₹2.0 L |
| 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) | 2.14 | cum | 8,212.94 ₹17,575.69 | 7,500 ₹16,050 | 9,800 ₹20,972 | 10,600 ₹22,684 |
| 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 | 12.84 | cum | 8,839.01 ₹1.1 L | 9,250 ₹1.2 L | 10,000 ₹1.3 L | 11,000 ₹1.4 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.28 | tonne | 87,612 ₹1.1 L | 89,000 ₹1.1 L | 99,000 ₹1.3 L | 1,05,000 ₹1.3 L |
| 1.01 | OD207287/2025-2026:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete | 10 | kg | 136.78 ₹1,367.80 | 145.43 ₹1,454.30 | 150 ₹1,500 | 200 ₹2,000 |
| 2.00Irish concrete | |||||||
Tender Value
₹10.4 L
EMD Value
₹25,952
Closing Date
17 Oct 2025, 3:00 pmClosed
AE
Office of the Assistant Engineer LIDEW Kodungall
Annual Plan20252026 Kodungallur Municipality Construction of Drainage in Seethivalavu Junction Kunnamkulam FHC road of ward 31PROJ129PROJ129General Civil Work
2025_LSGD_807418_8
4/ 25-26
Open Tender
Civil Works - Others
Office of the Assistant Engineer LIDEW Kodungall
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹25,952
Yes
3 Feb 2026
9 Oct 2025
21 Oct 2025
9 Oct 2025
17 Oct 2025
9 Oct 2025
Amount
Drainage (RCC)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
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
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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)
11.4.4: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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD207287/2025-2026:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Irish concrete
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
Ranjith T (BID ID -2394934)
MOHAMED SAGEER P A (BID ID -2394199)
A.M.SHANAVAS (BID ID -2394215)
Bidder Name
M/S SAJEEVAN P A
Ranjith T
MOHAMED SAGEER P A
A.M.SHANAVAS
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