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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.3 L+₹1,174.72 (0.07%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | L3₹17.4 L+₹11,822.90 (0.68%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹17.5 L+₹17,865.49 (1.03%)Rejected-Finance | L4 | Rejected-Finance L4 |
Tender Value
₹15.9 L
EMD Value
₹23,840
Closing Date
23 Nov 2021, 6:00 pmClosed
AE LSGD
LSGD ENGINEERING WING CHANGANASSERY MUNICIPALITY 686101
Pr. No. 154/21-22 Ward 32 Manjadikkara culvert approach road rennovation
2021_LSGD_453237_8
03/AE/LSGD/CHRY/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
CHANGANASSERY
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
₹23,840
29 Dec 2021
15 Nov 2021
27 Nov 2021
15 Nov 2021
23 Nov 2021
15 Nov 2021
Amount
Dimolishing
2.15 : Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> 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
od1454016/2021_2022 : DR with Departmental stone-DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using deparmental rubble including packing to compactness to lines and levels, labour charges etc complete as per directions of Deparmental officers at site.
od1460195/2021_2022 : RING BUND Type -1- Putting up ring bund as per approved shape 2.5 m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
od1460196/2021_2022 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
Palam
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
od1454287/2021_2022 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
od1454288/2021_2022 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.
od1454289/2021_2022 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end
od1465812/2021_2022 : Filling up low lying and water logged areas with local material/quarry muck,spreading in layers, levelling the top at site and consolidation by ramming etc complete
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
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
13.12 : Reinforcement Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211.
13.3 : Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
Existing road rising
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.
RAVISANKAR.G
ANIL K KURIAN
Afzal
Bidder Name
ANIL K KURIAN
L H MUHAMMED NUSHOOR
RAVISANKAR.G
Afzal
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_648456.pdf
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