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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC CHENNOTH HOUSE VENNALA 682028 | ERNAKULAM | KERALA | 682028 | L1 | Accepted-AOC Agreement executed vide agreement no.72/26-27 | |
| 2 | L2₹12.7 L+₹74.34 (<0.01%)Rejected-Finance | L2 | Rejected-Finance Agreement executed by L1,hence L2 is rejected |
| Sl No | Description | Qty | Unit | NIXON VARGHESE L1 | sirajudheen L2 |
|---|---|---|---|---|---|
| 1.00Side wall | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 105.3 | cum | 480 ₹50,544 Lowest | 480.46 ₹50,592.44 |
| 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 | 58.5 | cum | 941.5 ₹55,077.75 Lowest | 941.83 ₹55,097.06 |
| 1.00 | OD24231/2026-2027:DR Packing under Foundation - Dry stone
packing under foundation with DEPARTMENT RUBBLE. complete as per direction of
departmental officers at site Modified 60.7.2 | 10.53 | cum | 831 ₹8,750.43 Lowest | 831.37 ₹8,754.33 |
| 1.00 | OD24232/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 7.02 | cum | 3,091.09 ₹21,699.45 Lowest | 3,091.09 ₹21,699.45 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 5.85 | cum | 9,001 ₹52,655.85 Lowest | 9,001.46 ₹52,658.54 |
| 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 | 55.09 | cum | 10,457.41 ₹5,76,077.8 Lowest | 10,457.41 ₹5,76,077.8 Lowest |
| 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 | 4.96 | tonne | 1,00,926.12 ₹5,00,391.7 Lowest | 1,00,926.12 ₹5,00,391.7 Lowest |
| 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 | 30 | no | 172.74 ₹5,182.2 Lowest | 172.74 ₹5,182.2 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,762
Closing Date
1 Jun 2026, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
o/o THE ASSISTANT EXECUTIVE EEER,THRIKKAKARA MUNICIPALITY
Proj no-223/2026-27-Thrikkakara Mun- Construction of side protection wall for pulikkaparamb thodu in ward 43
2026_LSGD_852375_17
LIDEW/AEE/ET/05/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,762
Yes
7 Jul 2026
25 May 2026
3 Jun 2026
25 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side wall | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 1 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | OD24231/2026-2027:DR Packing under Foundation - Dry stone
packing under foundation with DEPARTMENT RUBBLE. complete as per direction of
departmental officers at site Modified 60.7.2 | 1 | cum | - | - |
| 1.004 | OD24232/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 | - | tonne | - | - |
| 1.008 | 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 | - | no | - | - |
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