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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | ₹4.6 L | 1 | Accepted-AOC accepted |
| 2 | 2₹4.7 LRejected-AOC NOT SPECIFIED | ₹4.7 L | 2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | SKETCHUP ASSOCIATES L1 | RAJITH M K L2 |
|---|---|---|---|---|---|
| 1.00construction of drainage | |||||
| 1.00 | 3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. | 19.83 | cum | 62 ₹1,229.46 | 63.32 ₹1,255.64 |
| 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 | 9.91 | cum | 7,980 ₹79,121.70 | 8,149.32 ₹80,800.51 |
| 1.00 | 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) | 13.81 | cum | 7,799 ₹1.1 L | 7,964.09 ₹1.1 L |
| 1.00 | 12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 58 | no | 156.95 ₹9,103.10 | 160.26 ₹9,295.08 |
| 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 | 11.9 | cum | 8,766 ₹1.0 L | 8,951.06 ₹1.1 L |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.34 | tonne | 88,797 ₹1.2 L | 90,929.25 ₹1.2 L |
| 1.01 | OD213132/2025-2026:Specification code: 50.2.26.1
Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 30.24 | cum | 411 ₹12,428.64 | 420.37 ₹12,711.99 |
| 1.01 | OD213130/2025-2026:Filling with Quarry Muck. Filling up low lying and water logged areas with local material/
quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc
complete for improving the CBR value of subgrade | 4.41 | cum | 896 ₹3,951.36 | 916.52 ₹4,041.85 |
| 1.01 | 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) | 2.7 | cum | 8,471 ₹22,871.70 | 8,649.74 ₹23,354.30 |
Tender Value
₹4.8 L
EMD Value
₹12,118
Closing Date
10 Feb 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW Tuneri GP
Vannathanveetil drainage Construction-PJ No.295/2025-26
2026_LSGD_832959_1
1001/2025-26/AE/TNRY
Open Tender
Civil Works - Roads
180 days
Tuneri
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,070
Yes
₹12,118
Yes
31 Mar 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
construction of drainage
3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
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
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)
12.9:Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
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
OD213132/2025-2026:Specification code: 50.2.26.1 Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD213130/2025-2026:Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
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