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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-AOC | ₹10.2 L | L1 | Accepted-AOC Valid |
| 2 | L2₹11.1 LRejected-AOC | ₹11.1 L | L2 | Rejected-AOC Valid |
| 3 | L3₹11.4 LRejected-AOC | ₹11.4 L | L3 | Rejected-AOC Valid |
| 4 | L4₹11.4 LRejected-AOC | ₹11.4 L | L4 | Rejected-AOC Valid |
| Sl No | Description | Qty | Unit | moorthi L3 | NOUSHD V L2 | MATHEW V C L4 | MOHANDAS K V L1 |
|---|---|---|---|---|---|---|---|
| 1.00Drainage Nirmanam | |||||||
| 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 | 130.72 | cum | 847.63 ₹1.1 L | 825.98 ₹1.1 L | 847.64 ₹1.1 L | 754.4 ₹98,613.66 |
| 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 | 11.4 | cum | 8,101.3 ₹92,322.41 | 7,894.28 ₹89,963.21 | 8,101.31 ₹92,322.53 | 7,210.16 ₹82,166.98 |
| 1.00 | 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 | 74.88 | cum | 9,411.66 ₹7.0 L | 9,171.14 ₹6.9 L | 9,411.72 ₹7.0 L | 8,376.38 ₹6.3 L |
| 1.00 | 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 | 0.95 | tonne | 90,833.49 ₹86,291.82 | 88,512.2 ₹84,086.59 | 90,833.5 ₹86,291.83 | 80,841.82 ₹76,799.73 |
| 1.00 | OD153828/2025-2026:PVC WEEP HOLES-Providing weep holes using 75 mm dia.PVC pipes working pressure 4 kg /sq.cm including cost of materials ,conveyance,labour charges etc ,complete. | 24 | metre | 106.02 ₹2,544.48 | 103.31 ₹2,479.44 | 106.02 ₹2,544.48 | 94.35 ₹2,264.40 |
| 2.00Cross drain | |||||||
| 2.00 | 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 | 19.04 | cum | 847.63 ₹16,138.88 | 825.98 ₹15,726.66 | 847.64 ₹16,139.07 | 754.4 ₹14,363.78 |
| 2.00 | 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 | 1.12 | cum | 8,101.3 ₹9,073.46 | 7,894.28 ₹8,841.59 | 8,101.31 ₹9,073.47 | 7,210.16 ₹8,075.38 |
| 2.00 | 12.5.4: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> IV. R.C.C. grade M 25 | 6.01 | cum | 9,892.5 ₹59,453.93 | 9,639.7 ₹57,934.60 | 9,892.51 ₹59,453.99 | 8,804.33 ₹52,914.02 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
24 Mar 2026, 5:00 pmClosed
Assistant Engineer
LIDEW Section Pudur Grama Panchayath Pudur
Drainage
2026_LSGD_847241_3
5/ET/AE/LIDEW/PGP/2025-26
Open Tender
Civil Works - Others
PUDUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹31,778
Yes
23 May 2026
16 Mar 2026
26 Mar 2026
16 Mar 2026
24 Mar 2026
16 Mar 2026
Drainage Nirmanam
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
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
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
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
OD153828/2025-2026:PVC WEEP HOLES-Providing weep holes using 75 mm dia.PVC pipes working pressure 4 kg /sq.cm including cost of materials ,conveyance,labour charges etc ,complete.
Cross drain
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
12.5.4: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> IV. R.C.C. grade M 25
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
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
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