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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹56.6 L+₹1.2 L (2.10%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹58.8 L+₹3.3 L (6.04%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹61.7 L+₹6.2 L (11.3%)Rejected-AOC JANGRA COLONY VPO MANDHI HARIYA TEHSIL BADHRA DISTT CHARKHI DADRI | CHARKHI DADRI | L4 | Rejected-AOC L4 | |
| 5 | L5₹64.6 L+₹9.2 L (16.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹60.7 L
EMD Value
₹50,000
Closing Date
21 May 2021, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
Concrete work, BM BC Work
2021_HED_422861_1
ET/01/HED/EE/KNR/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Eranholi
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 Jun 2021
7 May 2021
26 May 2021
7 May 2021
21 May 2021
7 May 2021
Amount
Raising Road and Longitudinal Drain Work
11.1.1.1 : Excavation for StructuresEarthwork 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
11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
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)
12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5)
12.7 : Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
12.5.3 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m III.R.C.C grade M 20
Road Work
2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
5.2.a : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5.3.2.a : Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.<br> For Grading II - (19 mm nominal size)<br>
5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Grading - II (13.2 mm Nominal Size)<br>
3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
P MANOHARAN
NITHIN PURUSHOTHAMAN
KMT CONSTRUCTION COMPANY
Anwaruddeen C.A
Bidder Name
P MANOHARAN
NITHIN PURUSHOTHAMAN
Ajeendran Alakkandy
KMT CONSTRUCTION COMPANY
Anwaruddeen C.A
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