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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC L1 | |
| 2 | L2₹14.4 L+₹97,800.77 (7.30%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.4 L+₹1.0 L (7.72%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹14.4 L
EMD Value
₹35,984
Closing Date
3 Mar 2026, 10:00 amClosed
SONA O T
Assistant Engineer LID EW Section Sreenarayanapuram GP
Sreenarayanapuram GP 2025-26 Construction of culvert in gothuruth road ward 10 S0333
2026_LSGD_839601_1
12/AE/LIDEW/SNP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Santhipuram
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹35,984
Yes
22 May 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
construction of culvert
2.5.1.C:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means<br> (C) Reinforced Cement Concrete
2.7.F:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br>(F) Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials
OD487403/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD487832/2025-2026:Ring bund - Type II Putting up ring bund with earth filling gunny bags of top width 1 m bottom width 2 m side and filling inbetween with earth to form ring bund and maintaining still leakn proof till the completion of the work and clearing site by dismantling the bund after completion of work etc. complete
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
OD487735/2025-2026:Dr packing under foundation - Dry stone masonry packing under foundation with good quality blasted rubbble including conveyance of material and labour charges etc complete as per direction of departmental officers at site
OD498733/2025-2026:Dr packing under foundation - Dry stone masonry packing under foundation with departmental rubbble including conveyance of material and labour charges etc complete as per direction of departmental officers at site
OD498500/2025-2026:Dry Rubble Masonry - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc complete as per direction of departmental officers at site
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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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<br> For height upto 5 m <br> 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
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
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD498484/2025-2026:Filling up low laying and water logged areas with quarry muck , spreading in layers, levelling the top at site and consolidation by ramming etc. complete
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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