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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹36.1 L+₹1.5 L (4.36%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹36.5 L+₹1.9 L (5.52%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹37.6 L+₹3.0 L (8.54%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹40.4 L+₹5.8 L (16.7%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹44.6 L
EMD Value
₹50,000
Closing Date
28 Sept 2020, 5:00 pmClosed
Assistant Engineer
O/o The Assistant Engineer LSGD Section Kodom-Belur Grama Panchayath
CMLRRP-Odayamchal- Kunnumvayal Parakkallu Road Improvement-Construction of Retaining Wall in Kodom-Belur GP
2020_LSGD_386603_1
AE/LSGD/KB/01/2020-2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Attenganam
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
online
₹50,000
Yes
23 Jan 2021
21 Sept 2020
30 Sept 2020
21 Sept 2020
28 Sept 2020
21 Sept 2020
Amount
Construction of Retaining Wall
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
3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
od756845/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:4:8
11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
12.5.4 : 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 mIV.R.C.C. grade M 25
12.5.2.1 : 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 mII.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
14.1 : Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
14.11.1 : Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5Random rubble masonry in case of stone pitching laid with cement mortar (1:5):In cement mortar (1:5)
3.3 : Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
10.4.B : Direction and place identification signs more than 0.90 sqm sign board <br>B. Semi-Reflective Traffic signs <br>Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Road Concrete
3.15.2 : Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
od756845/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br><br>I.P.C.C grade M 10<br><br>(i)Nominal mix 1:4:8
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)
REJEESH A K
M T ABDUL NAZAR
M.A IQBAL
ROY JOSE
UDAYAPURAM LABOUR CONTRACT SOCIETY
Bidder Name
M.A IQBAL
UDAYAPURAM LABOUR CONTRACT SOCIETY
M T ABDUL NAZAR
ROY JOSE
SANAHUL MAHZOOK CA
REJEESH A K
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