Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-AOC | ₹5.2 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical Order No. HECE/ 499/2023- DR2 dtd 24.11.23 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Order No. HECE/ 499/2023- DR2 dtd 24.11.23 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Order No. HECE/ 499/2023- DR2 dtd 24.11.23 |
Tender Value
₹4.9 Cr
EMD Value
₹1 L
Closing Date
30 Sept 2023, 6:00 pmClosed
SE HE North Circle,Kozhikode
Superintending EngineerHarbour Engineering Department, (HED)O/o Office of the Superintending Engineer ,NORTH CIRCLE
GENERAL-PMMSY-Modernization of Existing fishing Harbour at Koyilandy in kozhikode District of Kerala -Construction of Berthing Jetty and Road connection to Berthing Jetty-General Civil Work
2023_HED_599096_1
HED/CEHED/TR/315/2023_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
365 days
Koyilandy Fishing Harbour
Please refer Tender documents.
16 documents required · 16 mandatory
₹8,270
Yes
₹1 L
Yes
23 Jan 2024
28 Aug 2023
2 Oct 2023
28 Aug 2023
30 Sept 2023
28 Aug 2023
Amount
Appendix :A -CONSTRUCTION OF BERTHING JETTY
12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
OD1009/2023-2024: Supply, Fitting and Placing in position reinforcement in cages using HCR bar Reinforcement including cost of materials, labour charges, conveyance and placing the cages in bore holes providing precast cover blocks etc, complete as per Drawing and Technical Specifications and as directed by Engineer in charge excluding cost of welding charges. Unit = 1 MT Taking output = 1 MT) based on 12.40
OD1008/2023-2024:Bored cast in situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead up to 1000m .pile diameter 700mm. Including charges for making working platforms with steel fabrication or bund formation or using pontoons or any suitable method
OD1011/2023-2024: Supplying, fitting and placing reinforcement using HCR for the RCC works for super structure including conveying, straightening, cutting, bending and tying in position etc. complete as per & drawing and technical specifications and the direction of engineer in charge Based on 14.2 Taking output = 1 MT (TS no.39/18-19)
OD1214/2023-2024:"Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m (Approved TS no2020/642)
OD1012/2023-2024:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant to confirm IS-1237(like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete including floating hard and trowelled smooth to get a uniform hard surface and providing wiremesh impression and making necessary grooves for various joints including all cost of material, labour, hire charges etc. complete.(based on Approved data for 150m cargo berth at Beypore)
CONSTRUCTION OF BERTHING JETTY AND PROVIDING BOLLARDS AND FENDER
OD1018/2023-2024: Supplying and fixing 80 cm or nearest available size used tyre as fender for the Wharf at specified & locations using Nylone rope for tying the tyre and drillung holes for fixing and draining out water including cost and conveyance , labour charges etc. complete. (Based on EST NO:2019/467 )
OD1019/2023-2024: Supplying and fixing cast iron bollards as per drawing including all cost of materials, labour charges, conveyance etc complete (Ref TS no.39/18-19)
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
OD1082/2023-2024:Casting of Cement Blocks using graded metal 40%of 75mm to 40mm,30%of 40mm to 20mm, 30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design of mix proportion 05:1:1.46:3.22 by weight of water cement,fine aggregate,coarse aggregate(specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be of 43 grade or higher minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and min density of concrete 2.5 gm /cc as per the directions of departmental officers at site. (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)
OD1083/2023-2024:Centering and shuttering for concrete block of size 2mx1mx1 m including strutting and removal of form work after curing period etc. complete 4mm steel plates(weight -31.40kg/m2) and 60x60x6mm angles(5.40kg/m) are used for making the formwork.
OD1084/2023-2024:Lifting , conveying the cement concrete blocks 2 m3 from stacking yard and placing in<br>position in layers in lines and levels as per the direction of departmental officers at site (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)
65.56:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position all complete
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.
OD1091/2023-2024:Filling with Quarry Waste Filling up low lying and water logged areas with local material/ quarry waste, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD1226/2023-2024:Supplying 450mm long 20mm dia stainless steel foundation bolt as fasteners with nuts and washers forproviding bollard including all cost and conveyance
OD1229/2023-2024:Drilling holes of concrete without disturbing the remaining portion for fixing GI bolts to the solid concrete of the quay to the required depth as per instructions of departmental officers at site including hire charges of machinery cost of labour charges etc.compt.
Concrete Turning Circle
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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Water supply to New Berthing Jetty
50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
50.18.9.3.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 25 mm dia 12Kfg/cm2
50.18.9.21:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Elbow
50.18.9.21.2:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow
50.18.9.21.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
50.18.9.21.5:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee
50.18.9.21.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia End cap
50.18.9.21.9:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Socket /coupling
18.10.3:Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall25 mm dia nominal bore
18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore
18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
Appendix B -Road Connection to Berthing Jetty
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
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.2: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. (ii) For Grading II 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
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
10.11:Boundary Pillar <br> Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
10.5:Painting Two Coats on New Concrete Surfaces <br> 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
10.20:Road Markers/Road Stud with Lens Reflector <br> Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
Fillng With Quarry Waste /Local Material
OD1208/2023-2024:Filling with Quarry Waste Filling up low lying and water logged areas with local material/ quarry waste, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Bidder Name
NASEER PM
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .