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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₹63.0 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹64.2 L+₹1.2 L (1.91%)Rejected-Finance | L2 | Rejected-Finance Second lowest rate | |
| 3 | L3₹67.3 L+₹4.3 L (6.79%)Rejected-Finance | L3 | Rejected-Finance Third lowest rate | |
| 4 | Rejected-Technical | - | Rejected-Technical Highest rate | |
| 5 | Rejected-Technical | - | Rejected-Technical Highest rate |
Tender Value
₹64.3 L
EMD Value
₹50,000
Closing Date
5 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 Alappuzha District Karuva School to SN Jn. Road-In ward No.20, 21, 22 of Cherthala Municipality - General Civil Work
2024_HED_707971_1
HED/CEHED/TR/744/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Cherthala Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
28 Jan 2025
21 Nov 2024
7 Dec 2024
21 Nov 2024
5 Dec 2024
21 Nov 2024
Amount
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
OD3967/2024-2025:Scarifying the existing bituminous road to a depth of 150mm and its rolling with three wheel 80-100KN static roller to get required compaction as per the departmental officers at site including all labour charges hire charges etc complete( Based on MoRD 3.2 )
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)
3.14:Construction of Subgrade and Earthen Shoulders 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.
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
11.4.4: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
OD4027/2024-2025:Filling with Quarry Muck Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade. Details of cost for 300 cum
10.4.A.1:Direction and Place Identification signs with size more than 0.9 sqm size board A. Retro-reflectorised Traffic Signs 1 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 mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. 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
P S RANJAN (BID ID -2002977)
RETHEESH D (BID ID -2000990)
varadan (BID ID -2003464)
najmalbabu (BID ID -2004285)
Bidder Name
P S RANJAN
varadan
najmalbabu
RETHEESH D
REJIMON ELIAS
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1109214.pdf
boq_comp_chart.xlsx
xlsx
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