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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹52,902.44 (9.89%)Admitted-Fee/PreQual/Technical/Finance NIYAS MANZIL THRIPPILAZHIKAM LSGD PERAYAM | THRISSUR | KERALA | 680667 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vinodkumar M R L1 | NASARUDDHEEN L2 |
|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | |||||
| 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 | 15.04 | cum | 847.65 ₹12,746.96 Lowest | 931 ₹14,000.38 |
| 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 | 3.88 | cum | 8,101.31 ₹31,473.59 Lowest | 8,902 ₹34,584.27 |
| 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) | 52.3 | cum | 7,917.17 ₹4,14,107.58 Lowest | 8,700 ₹4,55,053.5 |
| 1.00 | OD114279/2026-2027:
Filling with availab le 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. | 15.04 | cum | 32.61 ₹490.39 Lowest | 36 ₹541.37 |
| 1.00 | OD116578/2026-2027::Filling with contractor own earth (excluding rock) in open areas in layers not exceed
ing 20cm depth consolidate each deposit layer by ramming and watering. lead up to 50m and lift 1.5m asper
direction of site engineer in charge. | 14.66 | cum | 472.08 ₹6,921.64 Lowest | 519 ₹7,609.58 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.72 | tonne | 90,393.58 ₹65,083.38 Lowest | 99,332 ₹71,519.04 |
| 1.01 | OD122893/2026-2027:
Providing and fixing PVC pipes including fixing the pipe with wire complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 | 12 | metre | 355.18 ₹4,262.16 Lowest | 390 ₹4,680 |
Tender Value
₹5.9 L
EMD Value
₹14,864
Closing Date
25 Sept 2026, 4:00 pmClosed
Assistant Engineer LIDEW section Kundara GP
Office of the Assistant Engineer LID EW Section Kundara GP
PALLIYARA KAVUVILA ROAD SIDEWALL CONSTRUCTION WARD 1
2026_LSGD_870164_13
01/2026/AE/LIDEW/KND/I PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
LIDEW Section Kundara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,864
Yes
8 Oct 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
25 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION | |||||
| 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 | 15.04 | cum | - | - |
| 1.002 | 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 | 3.89 | cum | - | - |
| 1.003 | 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) | 52.31 | cum | - | - |
| 1.004 | OD114279/2026-2027:
Filling with availab le 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. | 15.04 | cum | - | - |
| 1.005 | OD116578/2026-2027::Filling with contractor own earth (excluding rock) in open areas in layers not exceed
ing 20cm depth consolidate each deposit layer by ramming and watering. lead up to 50m and lift 1.5m asper
direction of site engineer in charge. | 14.66 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.72 | tonne | - | - |
| 1.007 | OD122893/2026-2027:
Providing and fixing PVC pipes including fixing the pipe with wire complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 | 12 | metre | - | - |
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