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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹51.2 L+₹2.0 L (4.13%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹52.8 L+₹3.6 L (7.24%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹53.8 L+₹4.6 L (9.28%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹54.5 L+₹5.3 L (10.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹61.1 L
EMD Value
₹50,000
Closing Date
5 Jan 2023, 6:00 pmClosed
Executive Engineer Harbour Engineering Division
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
Quarrymuck filling, DR side protection, Concreate road and Culvert
2022_HED_542274_1
ET/16/HED/EE/KNR/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Palorkandi
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,260
₹50,000
Yes
10 Feb 2023
22 Dec 2022
9 Jan 2023
22 Dec 2022
5 Jan 2023
22 Dec 2022
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
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.4 : Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
11.1.1.1 : Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i)Upto 3 m depth
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 & 1203IV.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
9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia
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
SIDE PROTECTION
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
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
KCN CONSTRUCTION LLP
UBAISE M.B
SHAMEER K A
RANEESH RERMAL
MOHAMMED ASHIK A P
C VIJESH
Bidder Name
RANEESH RERMAL
C VIJESH
KABEER P M
UBAISE M.B
MOHAMMED ASHIK A P
KCN CONSTRUCTION LLP
SHAMEER K A
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