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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | PERFECT ELECTRO AND INSTRUMENTATION ENGINEERING L1 |
|---|---|---|---|---|
| 1.00Road maintenance &Drainage | ||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 46.8 | cum | 441 ₹20,638.8 Lowest |
| 1.00 | 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 | 9.36 | cum | 9,000 ₹84,240 Lowest |
| 1.00 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 28.08 | cum | 8,790 ₹2,46,823.2 Lowest |
| 1.00 | 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) | 9.55 | cum | 9,185 ₹87,762.68 Lowest |
| 1.00 | 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 | 14.29 | cum | 9,885 ₹1,41,306.08 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.73 | tonne | 1,00,437 ₹73,218.57 Lowest |
| 1.01 | OD364394/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers, mixing by mix in place method with rotavator at once, etc complete as per
Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. For
footpaths (Derived from 4.11.2)(WITHOUT ROLLER) | 3.12 | cum | 2,340 ₹7,300.8 Lowest |
| 1.01 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 5.5 | cum | 2,484 ₹13,662 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,881
Closing Date
5 Feb 2026, 6:00 pmClosed
Assistant Engineer
PUNNAPRA SOUTH
Annual Plan PUNNAPRA SOUTH GRAMA PANCHAYATH 93 KOLLAMPARAMBU ROAD CONCRETING IN WARD 11 RETENDER
2026_LSGD_831522_6
06T/AE/LSGD/PSGP
Open Tender
Civil Works - Roads
Item Rate
180 days
punnapra south gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,490
Yes
₹16,881
Yes
25 May 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
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