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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹5.5 L+₹11,286.41 (2.08%)Rejected-Finance | L2 | Rejected-Finance L1 ACCEPTED |
| Sl No | Description | Qty | Unit | SAI CONSTRUCTIONS L1 | VIJAY V NAIR L2 |
|---|---|---|---|---|---|
| 1.00Annual Plan 2024-25_Punnapra North GP_Pro No. 108/24-25-Ward 17_Reconstruction of Kaappithodu Culvert | |||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 2.05 | cum | 1,834.08 ₹3,756.2 Lowest | 1,850 ₹3,788.8 |
| 1.00 | OD362976/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.00 m and bottom width 2.00 m and height 2.00m and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of work and clearing the site by dismantling the bund after completion of work etc complete.( Based on 60.1.2) | 9.5 | metre | 1,996.62 ₹18,967.89 Lowest | 2,000 ₹19,000 |
| 1.00 | OD362977/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | 54 | hour | 474.87 ₹25,642.98 Lowest | 485 ₹26,190 |
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 37.45 | cum | 941.83 ₹35,273.42 Lowest | 1,000 ₹37,452 |
| 1.00 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 9.27 | cum | 5,062.87 ₹46,932.8 Lowest | 5,100 ₹47,277 |
| 1.01 | 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 | 3.47 | cum | 9,001.46 ₹31,271.07 Lowest | 9,300 ₹32,308.2 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 10.81 | cum | 10,457.41 ₹1,13,065.52 Lowest | 10,750 ₹1,16,229 |
| 1.01 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | 3.06 | cum | 11,947.75 ₹36,560.12 Lowest | 12,250 ₹37,485 |
| 1.01 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | 0.49 | cum | 11,408.13 ₹5,544.35 Lowest | 12,000 ₹5,832 |
Tender Value
₹5.4 L
EMD Value
₹13,544
Closing Date
13 Mar 2026, 10:00 amClosed
Assistant Engineer
O/o Assistant Engineer, LID and EW, Punnapra North
culvert work
2026_LSGD_844273_1
11A/2025-26/AE/LID EW/PNGP Dtd 06.03.26
Open Tender
Civil Works - Roads
Item Rate
180 days
Punnapra North Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,195
Yes
₹13,544
Yes
10 Jul 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Annual Plan 2024-25_Punnapra North GP_Pro No. 108/24-25-Ward 17_Reconstruction of Kaappithodu Culvert | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.002 | OD362976/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.00 m and bottom width 2.00 m and height 2.00m and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of work and clearing the site by dismantling the bund after completion of work etc complete.( Based on 60.1.2) | - | metre | - | - |
| 1.003 | OD362977/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
| 1.004 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1 | cum | - | - |
| 1.005 | 14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 1 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1 | cum | - | - |
| 1.008 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25 | - | cum | - | - |
| 1.009 | 13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4 | - | cum | - | - |
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