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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.9 LAccepted-AOC ALAPPUZHA | ALAPPUZHA | KERALA | 686534 | L1 | Accepted-AOC L1 Below PAC | |
| 2 | L2₹39.9 L+₹3,882.40 (0.10%)Rejected-AOC CHAVARANAL HOUSE UPPUKANDAM PO IDUKKI 685514 | IDUKKI | KERALA | 685514 | L2 | Rejected-AOC L2 Below PAC |
| Sl No | Description | Qty | Unit | VARGHESE ANTONY L1 | Joseph Varkey L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 8.3.2.A
Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 73.2 | m3 | 205 ₹15,006 | 204 ₹14,932.8 Lowest |
| 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 | 48.8 | m3 | 940 ₹45,872 Lowest | 940 ₹45,872 Lowest |
| 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 <br>
I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 48.8 | m3 | 9,000 ₹4,39,200 Lowest | 9,000 ₹4,39,200 Lowest |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 283.5 | m3 | 8,785 ₹24,90,547.5 Lowest | 8,790 ₹24,91,965 |
| 1.00 | 11.7
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per
drawings and technical specifications Clauses 1000 and 1202 | 5.67 | tonne | 1,00,000 ₹5,67,000 Lowest | 1,00,430 ₹5,69,438.1 |
| 1.01 | OD310335/2025-2026
2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. 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. | 122 | m3 | 330 ₹40,260 Lowest | 330 ₹40,260 Lowest |
| 1.01 | OD312041/2025-2026
50.2.25.1. Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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 | 259.2 | m3 | 750 ₹1,94,400 Lowest | 750 ₹1,94,400 Lowest |
| 1.01 | 75.8.1.1
Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure 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) | 20.19 | m3 | 9,550 ₹1,92,814.5 Lowest | 9,550 ₹1,92,814.5 Lowest |
| 1.01 | OD310336/2025-2026
Providing and fixing good quality granite name board with lettering including all of
materials,conveyance, labor charge etc. complete | 1 | each | 3,000 ₹3,000 Lowest | 3,100 ₹3,100 |
Tender Value
₹40.0 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 5:00 pmClosed
Regional Engineer
Regional Engineer Kerala State Nirmithi Kendra, Regional Office, Vallichira P.O, Pala PIN 686574
Earthwork, PCC, Supplying, fitting and placing HYSD bar reinforcement etc
2026_KSNK_840017_1
KSNK/TECH/PALA/ PSKK -163/2026
Open Tender
Civil Works - Roads
Item Rate
360 days
KONNATHADY GRAMA PANCHAYATH
Refer NIT
6 documents required · 6 mandatory
₹2,500
₹50,000
Yes
13 Mar 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 3 Mar 2026
8.3.2.A Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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
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
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.7 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD310335/2025-2026 2.25. Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. 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.
OD312041/2025-2026 50.2.25.1. Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. 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
75.8.1.1 Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) for substructure 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)
OD310336/2025-2026 Providing and fixing good quality granite name board with lettering including all of materials,conveyance, labor charge etc. complete
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