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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC AGREMENT EXECUTED | |
| 2 | Rejected-Technical RETARRING AND RE CONCRETING OF THOMMANKUTHU F C CONVENT NADACKALPPADAM ROAD WARD 3 | ALAPPUZHA | KERALA | 686102 | - | Rejected-Technical HIGHER HENCE REJECTED |
Tender Value
₹5.0 L
EMD Value
₹12,445
Closing Date
10 Mar 2025, 2:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer, LID EW Section, Udumbanoor Grama Panchayath
UDBNR 104/2024-25 Maintanance of Koattakavala kizhakkanpadam Road , Culvert -In Udumbannoor GP
2025_LSGD_744600_8
08/AE/LIDEW/UDBNR/2024 25
Open Tender
Civil Works - Roads
Item Rate
UDUMBANNOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,100
Yes
₹12,445
Yes
16 Jul 2025
1 Mar 2025
11 Mar 2025
1 Mar 2025
10 Mar 2025
1 Mar 2025
Amount
CULVERT RENNOVATION
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.
OD277348/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 1m long (0.50m in rock and 0.50m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
12.5.1.1: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> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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
OD277839/2024-2025:Filling with quarrymuck filling uo low laying and water logged area spreading in layers levelling the top at site and consolidation by ramming etc complete
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
5.1.1a:Prime Coat :- Low porosity <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
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
OD277669/2024-2025:Supplying and fixing GI handrails with all cost of materials ,labour etc complete
OD277339/2024-2025:Providing and fixing good quality Granite Name Board with lettering including all cost of materials conveyance, labour charge etc complete
AKSHAI MATHEWS (BID ID -2145437)
Bidder Name
SHIBU MATHEW
AKSHAI MATHEWS
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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