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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.9 LAccepted-AOC | ₹11.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 LRejected-AOC SREEMAILAM CHANGANKAVU KUTTIPPURAM P O MALAPPURAM 679571 | KUTTIPPURAM | MALAPPURAM | KERALA | 679571 | ₹12.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹13.0 LRejected-AOC | ₹13.0 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | RAJEEV P.S L1 | PRADEEP KUMAR P S L2 | AJESH T V L3 |
|---|---|---|---|---|---|---|
| 1.00Maintenance of Road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying 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. | 597 | sqm | 15 ₹8,955 | 15.83 ₹9,450.51 | 16.33 ₹9,749.01 |
| 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) | 89.55 | cum | 8,961.23 ₹8.0 L | 9,458.55 ₹8.5 L | 9,755.03 ₹8.7 L |
| 1.00 | OD461017/2025-2026: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, 2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm 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 fround by means of properly designed foundation with M15 grade cement concrete min size 40cmx 40cmx 60cm, 60cm 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 soec 10.3.A.2) | 1 | sqm | 16,136.53 ₹16,136.53 | 17,032.05 ₹17,032.05 | 17,565.92 ₹17,565.92 |
| 1.00 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 8 | metre | 3,604.6 ₹28,836.80 | 3,804.73 ₹30,437.84 | 3,923.99 ₹31,391.92 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1.76 | cum | 192.08 ₹338.83 | 202.78 ₹357.70 | 209.14 ₹368.92 |
| 1.01 | 11.4.1.1: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 | 0.17 | cum | 8,434.36 ₹1,425.41 | 8,902.44 ₹1,504.51 | 9,181.49 ₹1,551.67 |
| 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 | 1.07 | cum | 9,264.16 ₹9,940.44 | 9,778.28 ₹10,492.09 | 10,084.78 ₹10,820.97 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.09 | tonne | 94,109.75 ₹8,093.44 | 99,332.5 ₹8,542.60 | 1,02,446.06 ₹8,810.36 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 36.56 | cum | 8,607.96 ₹3.1 L | 9,085.68 ₹3.3 L | 9,370.46 ₹3.4 L |
Tender Value
Refer Docs
EMD Value
₹31,775
Closing Date
19 Feb 2026, 5:00 pmClosed
AE LSGD kanjikuzhy GP
AE LSGD kanjikuzhy GP
CMLRRP - Ezhukambi Pedikkattupadi road,-IDUKKI-KANJIKUZHI GRAMA PANCHAYATHU
2026_LSGD_835616_1
10/AE/LSGD/KJZY/25-26
Open Tender
Civil Works - Roads
30 days
AE LSGD kanjikuzhy GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,775
Yes
16 Mar 2026
12 Feb 2026
21 Feb 2026
12 Feb 2026
19 Feb 2026
12 Feb 2026
Maintenance of Road
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying 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.
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)
OD461017/2025-2026: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, 2mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9sqm 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 fround by means of properly designed foundation with M15 grade cement concrete min size 40cmx 40cmx 60cm, 60cm 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 soec 10.3.A.2)
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia
8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
11.4.1.1: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
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
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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