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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-Finance 0402 SUB TREASURY KOTTARAKARA KERALA | ₹16.9 L | L1 | Accepted-Finance Retender |
| Sl No | Description | Qty | Unit | WORKS CONTRACT L1 |
|---|---|---|---|---|
| 1.00Road Concreting | ||||
| 1.00 | OD329902/2025-2026:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. <br> | 421.08 | sqm | 36.75 ₹15,474.69 |
| 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) | 63.16 | cum | 9,468.11 ₹6.0 L |
| 1.00 | OD329908/2025-2026:Providing and fixing of direction and place identification retro-rerelectorised sign with 7 years warranty manufacture as per IRC-67made type of iv micro 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 50 mm nb-2 nos confirming to is 1239 firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete min size 40cmx40cmx60 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 cluase 801 including lettering symbols etc(derived from mord spec 10.3.A.2) | 0.9 | sqm | 13,611.11 ₹12,250 |
| 2.00Retaing Wall | ||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork 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 | 25.38 | cum | 941.83 ₹23,904.59 |
| 2.00 | OD329851/2025-2026: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 | 5.64 | cum | 8,655.27 ₹48,815.72 |
| 2.00 | OD329886/2025-2026:Providing concrete for plain/reinforced concrete for pothole filling as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt;II. P.C.C grade M 15 &lt;br&gt; (i) Nominal mix (1:2.5:5)(Modified item of 11.4.2.1) | 19.74 | cum | 8,458.5 ₹1.7 L |
| 2.00 | 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) | 60.48 | cum | 8,796.86 ₹5.3 L |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.87 | tonne | 1,00,437.31 ₹2.9 L |
Tender Value
₹16.9 L
EMD Value
₹42,371
Closing Date
20 Mar 2026, 4:00 pmClosed
AssistantEngineer
LIDEW Section Velinalloor GP,Chadayamangalam BP, Kollam
4031,Improvements to Thappukadu Villukonam Vazhavila Anganwadi road
2026_LSGD_846725_1
07/AE/LIDEW/VLNR/2025-26
Open Tender
Civil Works - Roads
LIDEW Section Velinalloor Gp
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹42,371
Yes
19 Jun 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
20 Mar 2026
12 Mar 2026
Road Concreting
OD329902/2025-2026:MorD: Surface dressing of the ground in All kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. <br>
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)
OD329908/2025-2026:Providing and fixing of direction and place identification retro-rerelectorised sign with 7 years warranty manufacture as per IRC-67made type of iv micro 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 50 mm nb-2 nos confirming to is 1239 firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete min size 40cmx40cmx60 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 cluase 801 including lettering symbols etc(derived from mord spec 10.3.A.2)
Retaing Wall
11.1.1.1:Excavation for Structures Earthwork 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
OD329851/2025-2026: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
OD329886/2025-2026:Providing concrete for plain/reinforced concrete for pothole filling as per drawings and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt;II. P.C.C grade M 15 &lt;br&gt; (i) Nominal mix (1:2.5:5)(Modified item of 11.4.2.1)
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD342122/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete
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