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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.2 LAccepted-AOC | ₹33.2 L Quoted ₹33.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
Tender Value
₹30.7 L
EMD Value
₹50,000
Closing Date
21 Oct 2020, 10:00 amClosed
ExeEngineer
Office Of the ExeEngineer NH Division Alappuzha
Construction of drain at the front of Ambalappuzha Block office from Ch 416/500 to 416/590 ,and Relaying of damaged tile at Thiruvambady Jn Ch 414/500 .
2020_PWD_390816_1
PWD/2020-2021/676/NHDNALP
Open Tender
Civil Works - Highways
Item Rate
60 days
416/500 to 416/590 and Thiruvambady Jn Ch414/500
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
Yes
online
₹50,000
Yes
30 Mar 2021
12 Oct 2020
23 Oct 2020
12 Oct 2020
21 Oct 2020
12 Oct 2020
Amount
Appendix _A Construction of drain
3.6 : 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 within all lifts and lead upto 1000mExcavation 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 within all lifts and lead upto 1000m
12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
od893/2020_2021 : Labour charge for handling and placing pre - cast covering slab incorrect position over the side drain
8.8 : Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
8.35 : Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense Reflector :-Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
od906/2020_2021 : providing and fixing of median marker made of tough, high impact resistant, injection - molded ,thermoplastic body having a minimum notched Izod impact strength value of 600 J/m at room temperature when tested accordance with ASTM D 256 and shall retain at least 70 % of this value when subjected to accelerated weathering for 1000 hrs as per ASTM G 155 or UL746 C. The median marker shall have fluorescent yellow colour retro- reflective sheeting min 10cmx10cm/10cm dia size with reflectively values as per IRC:67 and ASTM D4 956 type XI specifications, edge protected with on exposed edges to prevent edge lifting vandalism, sheeting damaged etc. and fixed by a combination of epoxy adhesive and anchoring.
Appendix - B Clearing bermside At Thookkukulam
4.1.B.1 : Construction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. <br> Grading-V - For sub base cum drainage layer - Mix in Place MethodConstruction of granular sub-base by providing 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 vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method
12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
8.15 : Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)Supplying and installation of delineator (Road way indicators) posts 80- 100cm high above ground level, pained black and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorised panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)
Appendix-C Tree cutting
od900/2020_2021 : Wood cutter for cutting and removing trees and dangerously overhanging branch of trees along the sides of NH
od901/2020_2021 : :Rent of wood cutting machine for easily cutting branches of trees
od902/2020_2021 : Coolies for assisting wood cutter
od903/2020_2021 : using 1 cubic meter capacity bucket excavator for removing roots of trees
2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the areaClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
Appendix - D Relaying interlocking tile at Thiruvampady
od910/2020_2021 : 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 seperately and stacking of serviceable material within 50 metre lead as per direction of Engineering in Charge.
od911/2020_2021 : Providing departmental used interlocking paving tile any design / shape over a bed of aggregate 50mm thick including all cost and labour charges etc . Complete as < br per the direction of department officers at site ( old CC paver block shallbe applied by the departmental free of cost )
SIBYRAJ JOSEPH
Bidder Name
SIBYRAJ JOSEPH
Palathra Telecom Infrastructure Pvt Ltd
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