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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.8 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹76.6 L+₹83,325 (1.10%)Rejected-Finance KERALA KL KERALA | L2 | Rejected-Finance Second lowest rate | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate | |
| 4 | Rejected-Technical | - | Rejected-Technical Third lowest rate | |
| 5 | Rejected-Technical | - | Rejected-Technical Higher rate |
Tender Value
₹84.4 L
EMD Value
₹50,000
Closing Date
9 Dec 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Harbour Engineering Division, Alappuzha
Upgradation of Coastal roads in Kottayam District_Shasthamkadavu Vettikadu Road in Ward 14 of Thiruvarppu GP in Ettumanoor LAC_General Civil Work
2024_HED_710306_1
HED/CEHED/TR/13/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
300 days
Thiruvarppu Grama Panchayath
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
30 Jan 2025
28 Nov 2024
11 Dec 2024
28 Nov 2024
9 Dec 2024
28 Nov 2024
Amount
Road Work
2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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
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
11.4.3.1: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<br> 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
10.5:Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
10.4.A.2:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
OD7237/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site etc complete for improving the CBR value of subgrade. Details of cost for 300 cum
Retaining wall
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
OD2114/2022-2023:Random rubble masonry with hard stone in foundation and plinth(without top levelling course) in cement mortar 1:6 (1 cement : 6 coarse sand) including all material cost,labour charges curing charges etc complete(based on cpwd 7.1.1 data)
OD7239/2024-2025:Supplying and laying geotextile 120gram per sq. meter (best quality) with necessary overlap ,stitching charges, all cost ,conveyance charges, labour charges etc... complete as per the departmental officers at site.
JOSEPH SEBASTIAN (BID ID -1995867)
SABU SEBASTIAN (BID ID -2010334)
Shanet A George (BID ID -2010106)
BIJU PETER (BID ID -2010731)
Bidder Name
Shanet A George
SABU SEBASTIAN
BIJU PETER
JOSEPH SEBASTIAN
JINJU JOSEPH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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