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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-AOC | ₹18.9 L | L1 | Accepted-AOC LEAST |
| 2 | L2₹19.8 L+₹90,841.48 (4.80%)Rejected-AOC | ₹19.8 L+₹90,841.48 (4.80%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.6 L+₹1.7 L (8.88%)Rejected-Finance RAJEYARAM AMARAVILA P K BADYATTINMERAM THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | ₹20.6 L+₹1.7 L (8.88%) | L3 | Rejected-Finance FIFTH LOWEST |
| 4 | L4₹21.1 L+₹2.1 L (11.2%)Rejected-Finance | ₹21.1 L+₹2.1 L (11.2%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹21.1 L+₹2.1 L (11.3%)Rejected-Finance | ₹21.1 L+₹2.1 L (11.3%) | L5 | Rejected-Finance FIRST LOWEST |
| Sl No | Description | Qty | Unit | SAJU B S L1 | F.Satheesh Raj L4 | Renjith.S.L L7 | CHANDRAN H L8 | SURESH KUMAR P L6 | Shibu V L3 | MIDHUN M L2 | SAM SELVIN T L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 82.5 | cum | 707.53 ₹58,371.23 Lowest | 900 ₹74,250 | 962.76 ₹79,427.7 | 866.48 ₹71,484.6 | 808.72 ₹66,719.4 | 770.2 ₹63,541.5 | 741.33 ₹61,159.73 | 786 ₹64,845 |
| 1.00 | OD477323/2025-2026:DRY RUBBLE MASONRY with departmental stone, without Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 207.9 | cum | 2,947.24 ₹6,12,731.2 | 2,400 ₹4,98,960 Lowest | 3,000 ₹6,23,700 | 3,609.36 ₹7,50,385.94 | 3,368.74 ₹7,00,361.05 | 3,208.32 ₹6,67,009.73 | 3,088.05 ₹6,42,005.6 | 3,280 ₹6,81,912 |
| 1.00 | OD477303/2025-2026: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 on prepared surface, mixing by mix in place method (ii) Using Gravel mix soil. | 52.5 | cum | 1,369.26 ₹71,886.15 | 500 ₹26,250 Lowest | 1,863.2 ₹97,818 | 1,676.88 ₹88,036.2 | 1,565.09 ₹82,167.23 | 1,490.56 ₹78,254.4 | 1,434.68 ₹75,320.7 | 1,523 ₹79,957.5 |
| 1.00 | 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) | 52.5 | cum | 7,184.58 ₹3,77,190.45 Lowest | 9,700 ₹5,09,250 | 7,332.21 ₹3,84,941.03 | 8,798.64 ₹4,61,928.6 | 8,212.07 ₹4,31,133.68 | 7,821.01 ₹4,10,603.03 | 7,527.83 ₹3,95,211.08 | 7,996 ₹4,19,790 |
| 1.00 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 12.38 | cum | 7,559.93 ₹93,554.13 Lowest | 9,000 ₹1,11,375 | 7,715.28 ₹95,476.59 | 9,258.32 ₹1,14,571.71 | 8,641.11 ₹1,06,933.74 | 8,229.62 ₹1,01,841.55 | 7,921.12 ₹98,023.86 | 8,414 ₹1,04,123.25 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.75 | tonne | 75,451.63 ₹1,31,738.55 Lowest | 1,10,000 ₹1,92,060 | 84,188.79 ₹1,46,993.63 | 92,402.32 ₹1,61,334.45 | 86,242.17 ₹1,50,578.83 | 82,135.4 ₹1,43,408.41 | 79,056.35 ₹1,38,032.39 | 83,983 ₹1,46,634.32 |
| 1.01 | OD477967/2025-2026:Interlocking Concrete Block Pavement:
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design; shape, laid in required colour and pattern over and including 50 mm thick compacted bed of aggregate bed etc. all complete as per the direction of Engineer-in-charge. | 627.5 | sqm | 806.23 ₹5,05,909.33 Lowest | 1,000 ₹6,27,500 | 1,097.83 ₹6,88,888.33 | 988.04 ₹6,19,995.1 | 922.18 ₹5,78,667.95 | 878.26 ₹5,51,108.15 | 845.34 ₹5,30,450.85 | 897 ₹5,62,867.5 |
| 2.00Additional facilities | |||||||||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.8 | cum | 270.23 ₹1,297.1 | 250 ₹1,200 Lowest | 367.72 ₹1,765.06 | 330.94 ₹1,588.51 | 308.88 ₹1,482.62 | 294.17 ₹1,412.02 | 283.15 ₹1,359.12 | 300 ₹1,440 |
Tender Value
₹25.8 L
EMD Value
₹50,000
Closing Date
25 Feb 2026, 5:00 pmClosed
OFFICE OF AEE
OFFICE OF AEE
Annual Plan-Neyyattinkara Municipality 2025- 26 Pro No 459/26-Cremetorium construction completion and additional facilities-General Civil Work
2026_LSGD_836460_12
E5/AEE/LSGD/2026/FIRST
Open Tender
Civil Works - Buildings
Item Rate
180 days
NEYYATTINKARA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
10 Sept 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 82.5 | cum | - | - |
| 1.002 | OD477323/2025-2026:DRY RUBBLE MASONRY with departmental stone, without Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 207.9 | cum | - | - |
| 1.003 | OD477303/2025-2026: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 on prepared surface, mixing by mix in place method (ii) Using Gravel mix soil. | 52.5 | cum | - | - |
| 1.004 | 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) | 52.5 | cum | - | - |
| 1.005 | 12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4) | 12.38 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.75 | tonne | - | - |
| 1.007 | OD477967/2025-2026:Interlocking Concrete Block Pavement:
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M- 30 grade made by block making machine with strong vibratory compaction, of approved size, design; shape, laid in required colour and pattern over and including 50 mm thick compacted bed of aggregate bed etc. all complete as per the direction of Engineer-in-charge. | 627.5 | sqm | - | - |
| 2Additional facilities | |||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 4.8 | cum | - | - |
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