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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical MANNATH HOUSE VALIYAKUNNU P O VALANCHERY 676552 | VALIYAKUNNU | MALAPPURAM | KERALA | 676552 | - | Rejected-Technical L2 |
Tender Value
₹6.8 L
EMD Value
₹16,925
Closing Date
24 Mar 2025, 4:00 pmClosed
AE Kgm Blk
The Asst Engineer LSGD Kgm Blk
Kgm Blk 285/25 Peruvayal Punchapadam Kalladichola Road Side Kettal Concrete Culvert in Peruvayal G P
2025_LSGD_751471_1
AE/TN-09/KBP/24-25 Dtd 17/03/2025
Open Tender
Civil Works - Others
Item Rate
Kunnamangakam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,925
Yes
26 Jun 2025
17 Mar 2025
25 Mar 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
Amount
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
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD459433/2024-2025:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete(50.2.3.1)
OD459435/2024-2025:Filling with Quarry Muck &lt;br&gt; Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade (modified 51.2.3 DAR)
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
11.4.2.1: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)
OD485580/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
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
OD485518/2024-2025:OD-60.7.1. 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
OD485517/2024-2025:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD485578/2024-2025: 1.013-Specification code: 13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer&#39;s specifications including appropriate priming coat, preparation of surface, etc. complete.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
OD358585/2024-2025:Supplying and fixing Name Board, With Good quality 18mm thick granite stone piece, square or rectangular shape, Suitable to fixing place, Minimum 0.40Sqm to maximum 0.50 Sqm, fixed at site with cement mortar 1:4, 12mm thick, and permanently engraving the material, conveyance, Labour etc complete
NISHAD M (BID ID -2172440)
Bidder Name
P MOHAMMED SADATH
NISHAD M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1217778.pdf
boq_comp_chart.xlsx
xlsx
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