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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹10.8 L+₹31,778.84 (3.03%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
Tender Value
₹11.2 L
EMD Value
₹28,000
Closing Date
5 Feb 2019, 6:00 pmClosed
Assistant Exicutive Engineer
O/o Assi. Exe. Engineer , Thrikkakara Municipality
559/2018-19 TILE PAVING WORKS TO KANNAMMURY JUNCTION-POPULAR CANDLES ROAD AND CONSTRUCTION OF DRAIN AND COVERSLAB AT NETHAJI LANE IN WARD 1 OF THRIKKAKARA MUNICIPALITY
2019_LSGD_264328_1
340/AEE/LSGD/TKRA/18-19
Open Tender
Civil Works - Roads
Item Rate
90 days
Thrikkakara
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,250
Yes
online
₹28,000
Yes
21 Oct 2020
29 Jan 2019
8 Feb 2019
29 Jan 2019
5 Feb 2019
29 Jan 2019
29 Jan 2019 - 5 Feb 2019
Amount
DRAIN AND TILE PAVING
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
od191474/2018_2019 : 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)
od191554/2018_2019 : 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)
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
3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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.
od191475/2018_2019 : Filling up low lying and waterlogged areas with quarry muck, spreading in layers, levelling the top at site and consolidated by ramming etc.<br>OD31 MorD - Modified 51.2.3
od191476/2018_2019 : Interlocking Concrete Block Pavement<br>Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm including 75mm thick bed of 6mm aggregate.<br>OD 33- modified 6.7.1
sathar
SHEFEEK K M
Bidder Name
Shabin Ebrahim A E
sathar
SHEFEEK K M
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_359982.pdf
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