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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹19.1 LAccepted-AOC | ₹19.1 L | L2 | Accepted-AOC LOWEST AMOUNT QUOTED BY SARAVANAKUMAR |
| 2 | L1₹19.7 LRejected-AOC ASSISTANT ENGINEER KERALA | IDUKKI | KERALA | 685533 | ₹19.7 L | L1 | Rejected-AOC LOWEST AMOUNT QUOTED BY SARAVANAKUMAR |
| Sl No | Description | Qty | Unit | Jose Varghese Mathew L2 | SARAVANAKUMAR S L1 |
|---|---|---|---|---|---|
| 1.00PROTECTION WALL | |||||
| 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 | 232 | cum | 198.27 ₹45,998.64 | 160 ₹37,120 |
| 1.00 | 8.3.4:Earthwork in Hill Road <br> (iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting <br> Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 19 | cum | 297.12 ₹5,645.28 | 100 ₹1,900 |
| 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 | 4.79 | cum | 8,704.41 ₹41,650.6 | 8,000 ₹38,280 |
| 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) | 34.8 | cum | 8,506.56 ₹2,96,028.29 | 7,855 ₹2,73,354 |
| 1.00 | 12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 162.4 | cum | 8,997.32 ₹14,61,164.77 | 9,000 ₹14,61,600 |
| 1.01 | 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 | 0.44 | tonne | 97,595.56 ₹42,551.66 | 90,000 ₹39,240 |
| 1.01 | 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 | 140 | no | 167.04 ₹23,385.6 | 120 ₹16,800 |
| 1.01 | OD377165/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost
,conveyance, Labour Charges etc.. Complete. | 1 | each | 3,036.48 ₹3,036.48 | 2,500 ₹2,500 |
| 2.00Backfilling | |||||
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
6 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan-IDP-2025-26 VATTAVADA GP-CONSTRUCTION OF KOODALLARKUDY VALSAPETTY ROAD-7/26-General Civil Work- RE TENDER
2026_LSGD_839819_37
17/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
180 days
VATTAVADA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
10 Jun 2026
26 Feb 2026
9 Mar 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
26 Feb 2026 - 6 Mar 2026
PROTECTION WALL
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
8.3.4:Earthwork in Hill Road <br> (iv) Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting <br> Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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
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
OD377165/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost ,conveyance, Labour Charges etc.. Complete.
Backfilling
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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