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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.0 LAccepted-AOC | L1 | Accepted-AOC L1 executed agreement | |
| 2 | L2₹35.1 L+₹12,498 (0.36%)Rejected-AOC | L2 | Rejected-AOC L1 executed agreement | |
| 3 | Rejected-Technical PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | - | Rejected-Technical L1Executed Agreement | |
| 4 | Rejected-Technical | - | Rejected-Technical L1Executed Agreement | |
| 5 | Rejected-Technical | - | Rejected-Technical L1Executed Agreement |
Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
14 Oct 2024, 6:00 pmClosed
Executive Engineer
O/O Executive Engineer HED Malappuram
DR masonry with an RCC belt side protection proposed concrete road
2024_HED_693216_1
HED/CEHED/TR/935/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Palakkad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
29 May 2025
30 Sept 2024
17 Oct 2024
2 Oct 2024
14 Oct 2024
2 Oct 2024
30 Sept 2024 - 2 Oct 2024
Amount
Filling
OD3217/2023-2024:Filling with Quarry Muck Filling up low laying and water logged areas with local materials/Quarry muck. spreading in layers. levelling the top at site and consolidation by ramming, etc complete for improving the CBR value subgrade
DR Masonry
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
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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. (ii) Using Gravel mix soil.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity 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
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65)
CONCRETE WORK
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
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 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
MOHAMMAD ALI K (BID ID -1942643)
Moideen.E (BID ID -1943841)
ABDUL JALEEL P S (BID ID -1943801)
K HARINARAYANAN (BID ID -1943725)
M P MUSHTHAK (BID ID -1941213)
Bidder Name
K HARINARAYANAN
M P MUSHTHAK
ABDUL JALEEL P S
MOHAMMAD ALI K
AK BABU
Moideen.E
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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