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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAccepted-AOC | ₹34.9 L | L1 | Accepted-AOC 1st lowest |
| 2 | L2₹35.6 L+₹68,786.36 (1.97%)Rejected-AOC | ₹35.6 L+₹68,786.36 (1.97%) | L2 | Rejected-AOC 2nd lowest |
| 3 | L3₹35.9 L+₹93,994.30 (2.69%)Rejected-AOC | ₹35.9 L+₹93,994.30 (2.69%) | L3 | Rejected-AOC 3rd lowest |
| 4 | L4₹36.6 L+₹1.7 L (4.85%)Rejected-AOC | ₹36.6 L+₹1.7 L (4.85%) | L4 | Rejected-AOC 4th lowest |
| 5 | L5₹37.1 L+₹2.1 L (6.09%)Rejected-AOC | ₹37.1 L+₹2.1 L (6.09%) | L5 | Rejected-AOC 5th lowest |
Tender Value
₹42.7 L
EMD Value
₹50,000
Closing Date
20 Sept 2021, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer Harbour Engineering Division Kannur Head Quarters Hospital (P.O) Kannur-670017
WMM,Bitumen work,Concrete work
2021_HED_438604_1
ET/14/HED/EE/KNR/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
Kuruva
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
28 Oct 2021
9 Sept 2021
23 Sept 2021
9 Sept 2021
20 Sept 2021
9 Sept 2021
Amount
Construction of 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
3.2 : 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.
od3364/2021_2022 : Granular sub-base/base/surface course with Quarry muck. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)Using Quarry muck.
4.9 : Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
5.1.1a : Prime Coat :- Low porosity <br> 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 <br>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.
5.2.1a : Tack Coat<br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.9.2.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - II By Mechanical Means :- (II) Bitumen (S-65)
5.12.B.3.2a : Seal Coat - Mechanical Means - Type C - Bitumen S-65 <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> B. By Mechanical Means :- Case - III : Type C <br> (II) Bitumen (S-65)
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
11.4.2.1 : 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)
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
od2591/2021_2022 : Stacking broken stones of various sizes for concrete and road work, in standard heaps for measurement ( based on KPWD data )
Appurtenance works
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.
65.7 : Hydraulic excavator
19.35.2 : Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.600 mm dia RCC pipes.
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
Pot hole filling
55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
od2557/2021_2022 : Engaging labour for cleaning existing drain
M T MOHAMMED KUNHI
T.M IBRAHIM
roshan
MK ANILKUMAR
Anwaruddeen C.A
Bidder Name
M T MOHAMMED KUNHI
MK ANILKUMAR
T.M IBRAHIM
EBRAHIMKUTTY K P
roshan
Anwaruddeen C.A
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