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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC PADIKKAL THATHA CHERI VATHMUKK | L1 | Accepted-AOC Accepted Vide Resolution No.1/7 dtd.22.03.2025 of Eramala GP | |
| 2 | L2₹12.3 L+₹16,295.64 (1.34%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹13.1 L+₹89,827.80 (7.39%)Rejected-AOC NA | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M.P.Thufail L3 | ABDULLA KELOTH L1 | orkatteri labour contract and construction co op society L2 |
|---|---|---|---|---|---|---|
| 1.00Orkkatteri L.P school road | ||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 120.18 | cum | 60 ₹7,210.8 | 50 ₹6,009 | 14 ₹1,682.52 Lowest |
| 1.00 | 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 | 80.12 | cum | 3,000 ₹2,40,360 | 2,700 ₹2,16,324 Lowest | 2,850 ₹2,28,342 |
| 1.00 | 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) | 120.18 | cum | 8,500 ₹10,21,530 | 8,000 ₹9,61,440 Lowest | 8,134 ₹9,77,544.12 |
| 1.00 | 9.7:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 5 | metre | 5,000 ₹25,000 | 4,500 ₹22,500 | 2,600 ₹13,000 Lowest |
| 1.00 | OD431863/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 1 | sqm | 12,000 ₹12,000 | 10,000 ₹10,000 Lowest | 12,000 ₹12,000 |
Tender Value
₹12.7 L
EMD Value
₹31,770
Closing Date
14 Mar 2025, 3:00 pmClosed
Eramala GP
Office of Assistant Engineer LSGD,Eramala GP
Concreting
2025_LSGD_745928_1
2/LRRP/AE/Eramala
Open Tender
Civil Works - Roads
Item Rate
120 days
Eramala GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,770
Yes
13 Oct 2025
5 Mar 2025
18 Mar 2025
5 Mar 2025
14 Mar 2025
5 Mar 2025
Amount
Orkkatteri L.P school road
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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)
9.7:Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
OD431863/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
orkatteri labour contract and construction co op society (BID ID -2154451)
M.P.Thufail (BID ID -2149884)
Bidder Name
M.P.Thufail
ABDULLA KELOTH
orkatteri labour contract and construction co op society
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