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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.4 L+₹1,220.45 (0.09%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹13.4 L
EMD Value
₹22,500
Closing Date
26 Jul 2021, 6:00 pmClosed
Asst.Exe.Engineer,LSGD,Thrikkakara Municipality
O/o Asst.Exe.Engineer,LSGD,ThrikkakaraMunicipality
E1-16105/20 KAKKANADU KOLLAMKUDIMUGAL ROAD BMBC TARRING BALANCE WORK WARD - 14 OF THRIKKAKARA MUNICIPALITY
2021_LSGD_430116_2
52/AEE/LSGD/TKRA/21-22
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹22,500
17 Dec 2021
14 Jul 2021
28 Jul 2021
14 Jul 2021
26 Jul 2021
14 Jul 2021
14 Jul 2021 - 26 Jul 2021
Amount
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.
5.3.1.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 I ( 40 mm nominal size ) <br>
od1056134/2020_2021 : 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( VG30) @ 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<br>Grading - II (13.2 mm Nominal Size)<br>OD 12 - VG 30 instead of NRMB in 5.6.2.a CI - 1.4902 09.06.2017
8.11.1 : Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width
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 Road Markers/Road Stud with Lense Reflector :-
DRAIN
3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
od1056133/2020_2021 : Providing P.C.C grade M 10 (i)Nominal mix 1:3:6 concrete for plain/reinforced concrete using 40mm graded aggregates.<br>OD30 MORD - modified 11.4.1.1 (Cement content changed to 170kg)
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)
11.4.4 : 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
od1056136/2020_2021 : Providing P.C.C. grade M 20 (i)Nominal mix (1:2:4) concrete for plain/reinforced concrete using 20mm broken stone<br>OD29 MoRD modified 11.4.3.1-(Cement content changed to 320kg, 40mm aggregate excluded, 20mm-0.54cum & 10mm-0.36cum)
4.1.A.1 : 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. <br> (i) For Grading I Material
ansar
Bidder Name
ansar
MOHAMMED NAFAISE E K
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