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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.6 LAccepted-AOC | L1 | Accepted-AOC in order | |
| 2 | L2₹14.9 L+₹1.3 L (9.60%)Rejected-AOC | L2 | Rejected-AOC in order | |
| 3 | L3₹15.3 L+₹1.7 L (12.2%)Rejected-AOC | L3 | Rejected-AOC in order |
| Sl No | Description | Qty | Unit | SASEENDRAN NAIR G L2 | K MOHANAN NAIR L1 | N GNANA PRAKASH L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 24.3 | cum | 962 ₹23,376.6 | 858.3 ₹20,856.69 Lowest | 962.76 ₹23,395.07 |
| 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 | 4.05 | cum | 9,000 ₹36,450 | 8,500 ₹34,425 Lowest | 9,201.49 ₹37,266.03 |
| 1.00 | OD88322/2025-2026: Modified -60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 74.33 | cum | 4,000 ₹2,97,300 | 3,810 ₹2,83,178.25 Lowest | 4,252.67 ₹3,16,079.7 |
| 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 | 6.9 | cum | 10,106 ₹69,731.4 | 9,200 ₹63,480 Lowest | 10,106.75 ₹69,736.58 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.69 | tonne | 1,02,669 ₹70,841.61 | 94,000 ₹64,860 Lowest | 1,02,669.25 ₹70,841.78 |
| 1.01 | OD88321/2025-2026:Surface dressing of ground including removing vegetation and inequalities not exceeding 150 mm deep and disposal of rubbish lead up to 50 m and lift 1.5 m etc. complete. | 489 | sqm | 37.5 ₹18,337.5 | 33.48 ₹16,371.72 Lowest | 37.56 ₹18,366.84 |
| 1.01 | 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. | 174 | sqm | 16.3 ₹2,836.2 | 14.58 ₹2,536.92 Lowest | 16.36 ₹2,846.64 |
| 1.01 | 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. (ii) Using Gravel mix soil. | 51.9 | cum | 2,350 ₹1,21,965 | 1,700 ₹88,230 Lowest | 2,538.82 ₹1,31,764.76 |
| 1.01 | OD88323/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.modified 6.7.1 | 210 | sqm | 1,142 ₹2,39,820 | 1,062 ₹2,23,020 Lowest | 1,142.85 ₹2,39,998.5 |
Tender Value
₹15.3 L
EMD Value
₹38,130
Closing Date
25 Jul 2025, 12:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant Engineer LID EW section Pothencode
Annual Plan-2025-26-Ariyottukonam- Pakyaarkonam Road-263/26-POTHENCODE GP-General Civil Work
2025_LSGD_777266_17
01/TEND/AE/LIDEW/PCD/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
POTHENCODE
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹38,130
Yes
27 Aug 2025
17 Jul 2025
26 Jul 2025
17 Jul 2025
25 Jul 2025
17 Jul 2025
Amount
ROAD WORK
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
OD88322/2025-2026: Modified -60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
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
OD88321/2025-2026:Surface dressing of ground including removing vegetation and inequalities not exceeding 150 mm deep and disposal of rubbish lead up to 50 m and lift 1.5 m etc. complete.
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.
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. (ii) Using Gravel mix soil.
OD88323/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.modified 6.7.1
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
OD96024/2025-2026:Supplying fixing name board 70x60cm installed in the appropriate place visible to the made of brick wall with granite plaque should be inserted and engraving letters etc.. complete as per the direction of department officers at site.
SASEENDRAN NAIR G (BID ID -2259148)
N GNANA PRAKASH (BID ID -2261700)
Bidder Name
SASEENDRAN NAIR G
K MOHANAN NAIR
N GNANA PRAKASH
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