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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC ELAVANCHERRY GP PALAKKAD | PALAKKAD | KERALA | 672122 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical 1406 SUB TREASURY KOLLENGODE PALAKKAD | PALAKKAD | KERALA | 672122 | - | Rejected-Technical L2 |
Tender Value
₹11.5 L
EMD Value
₹28,681
Closing Date
26 Mar 2025, 2:00 pmClosed
Assistant Engineer
Assi Engineer LID Ew section Elavanchery
Elevancery GP 2024-25 pro.259-Manthayam Canal varambu Road Maintenance
2024_LSGD_721027_63
ET 1 /AE/LSGD/ELY/24-25
Open Tender
Civil Works - Roads
Item Rate
240 days
Elevanchery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,681
Yes
13 Jun 2025
17 Mar 2025
27 Mar 2025
17 Mar 2025
26 Mar 2025
17 Mar 2025
Amount
Road Maintenance
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
4.11.1: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> (i) Using naturally occuring gravel
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
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
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
11.7:Supplying, fitting and placing HYSD 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
OD452701/2024-2025:Supplying and providing Readymade GI Name board all conveyance, Labour and hire charge etc. Complete using GI Hollow tube of size 80*40*1.4mm Post. 40*20*1.4mm outer frame , 0.6mm thick iron sheet of Size 0.90*0.60 with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc complete
MATHEW.M.K (BID ID -2175995)
Bidder Name
MATHEW.M.K
SURESH K
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1216816.pdf
boq_comp_chart.xlsx
xlsx
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