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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₹41.0 LAccepted-AOC | L1 | Accepted-AOC L1 ACCEPTED | |
| 2 | L2₹43.9 L+₹3.0 L (7.23%)Rejected-AOC | L2 | Rejected-AOC L2 REJECTED | |
| 3 | L3₹47.2 L+₹6.2 L (15.2%)Rejected-Finance S U MANZIL SANTHWADI UPPALA | UPPALA | KASARAGOD | KERALA | L3 | Rejected-Finance L3 REJECTED | |
| 4 | L4₹48.7 L+₹7.8 L (19.0%)Rejected-Finance STAR NAGAR BEVIJA KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671541 | L4 | Rejected-Finance L4 REJECTED | |
| 5 | L5₹50.4 L+₹9.4 L (22.9%)Rejected-Finance GREEN LAND RESIDENCY MANGALPADY BANDIYOD 671324 | MANGALPADY | KASARAGOD | KERALA | 671324 | L5 | Rejected-Finance L5 REJECTED |
Tender Value
₹55.5 L
EMD Value
₹50,000
Closing Date
3 May 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER, HED, KASARGOD
O/o Office of the Executive Engineer, Harbour Engineering Division, Kasaragod 671121
Improvements of Nayabazar - Aila Beach Road in Ward No. 21 of Mangalapady Grama Panchayath in Kasaragod District
2025_HED_761800_1
HED/CEHED/TR/479/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
MANGALPADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jul 2025
25 Apr 2025
5 May 2025
25 Apr 2025
3 May 2025
25 Apr 2025
Amount
Appendix I - Road
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
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
2.5.1.A:Dismantling of Structures <br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. <br> (I) By Manual Means <br> (A) Lime Concrete
15.6:Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD2140/2024-2025:Filling with Quarry muck spreading in uniform layers with motor grader on prepared surface, and compacting with smooth wheel roller to achieve the desired density complete. (OD as per TS No 331/2019-20 dtd 26-09-2019 by SE)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Appendix II - Road Pavement
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
OD2209/2024-2025:Providing and laying interlocking tile of 80 mm or nearest size thick (Dptl Supply- Availed from taking out from Road) minimum stength M30 including providing a layer of 6 mm aggregate 5 cm thickness , then laying interlock cobbles in lines and levels as per the direction of the dptl officers at site inclusive of all cost and conveyance etc complete except cost of interlock. (OD Based on 55.23 MpoRTH ).
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
MUHAMMED UNAISE (BID ID -2205736)
ABOOBACKER SIDDIK S U (BID ID -2206862)
SHOUKATHALI K (BID ID -2206721)
HASSAN BASHEER (BID ID -2206886)
MOHAMMED HANEEF (BID ID -2206877)
Bidder Name
MOHAMMED HANEEF
SHOUKATHALI K
ERNEST ENGINEERING AND CONSTRUCTION COMPANY
HASSAN BASHEER
ABOOBACKER SIDDIK S U
MUHAMMED UNAISE
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1239671.pdf
boq_comp_chart.xlsx
xlsx
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