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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.6 LAccepted-AOC | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | K J BIJU L1 |
|---|---|---|---|---|
| 1.00Maintenance work | ||||
| 1.00 | OD181740/2025-2026: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish , lead up to 50m and lift up to 1.50m all kind of soil | 438 | sqm | 35 ₹15,330 Lowest |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 14.25 | cum | 686 ₹9,775.5 Lowest |
| 1.00 | OD181738/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 48.83 | cum | 759 ₹37,058.18 Lowest |
| 1.00 | OD181737/2025-2026:Filling with quarry muck
Filling up low lying and water logged area s with local material /quarry muck , spreading in layers , levelling the top at site and consolidation by ramming | 25.88 | cum | 910 ₹23,546.25 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 99 | cum | 9,560 ₹9,46,440 Lowest |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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 | 3 | cum | 441 ₹1,323 Lowest |
| 1.01 | OD181742/2025-2026:od254191/2019_2020 :DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 90cm
long (60cm in rock and 30cm in concrete ) including drilling holes of 20mm dia to a depth of 30cm in rock
and filling the gap with cement grout( 0.0.060kg/each) etc complete. | 100 | each | 348 ₹34,800 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 6.25 | cum | 9,870 ₹61,687.5 Lowest |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2 | cum | 8,770 ₹17,540 Lowest |
Tender Value
₹14.6 L
EMD Value
₹36,483
Closing Date
2 Oct 2025, 6:00 pmClosed
Assistant Engineer
LID AND EW Sectiin office Thottappuzhassery GP Maramon P O Maramon
Re etender LAC ARANMULA SL.NO -2743 Maintenance of Kunnelkali-CMS Pallipadi -Vengappara Road ward 5
2025_LSGD_802103_1
04/2025-26/AE/LIDEW/TPYGP/PTA
Open Tender
Civil Works - Roads
Item Rate
150 days
Thottappuzhassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹36,483
Yes
6 May 2026
25 Sept 2025
4 Oct 2025
25 Sept 2025
2 Oct 2025
25 Sept 2025
Amount
Maintenance work
OD181740/2025-2026: Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish , lead up to 50m and lift up to 1.50m all kind of soil
3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
OD181738/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD181737/2025-2026:Filling with quarry muck Filling up low lying and water logged area s with local material /quarry muck , spreading in layers , levelling the top at site and consolidation by ramming
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation 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
OD181742/2025-2026:od254191/2019_2020 :DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 90cm long (60cm in rock and 30cm in concrete ) including drilling holes of 20mm dia to a depth of 30cm in rock and filling the gap with cement grout( 0.0.060kg/each) etc complete.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD181741/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
OD181743/2025-2026: Providing and fixing hand rail of approved size by welding etc. to protection work of retaining wall / culvert slab and similar works including finishing with coat of approved epoxy primer and epoxy paint. G.I. pipes
OD181739/2025-2026:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRD spec 10.3.A.2)
Bidder Name
K J BIJU
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