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| Sl No | Description | Qty | Unit | RAJAN K R L1 | AZEEZ K M L2 |
|---|---|---|---|---|---|
| 1.00Road Re-Tarring | |||||
| 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 | 79.16 | cum | 410 ₹32,453.55 Lowest | 415 ₹32,849.33 |
| 1.00 | 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. | 0.77 | cum | 2,300 ₹1,759.5 Lowest | 2,310 ₹1,767.15 |
| 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 | 15.53 | cum | 8,078 ₹1,25,410.95 Lowest | 8,405 ₹1,30,487.63 |
| 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) | 23.76 | cum | 8,210 ₹1,95,069.6 Lowest | 8,220 ₹1,95,307.2 |
| 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) | 2.98 | cum | 8,574 ₹25,507.65 Lowest | 8,600 ₹25,585 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 2.02 | cum | 9,227 ₹18,684.68 Lowest | 9,300 ₹18,832.5 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.16 | tonne | 93,740 ₹15,185.88 Lowest | 93,750 ₹15,187.5 |
| 1.01 | OD451367/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick
supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed
foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below
ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm
Rectangular | 1 | each | 3,700 ₹3,700 Lowest | 3,800 ₹3,800 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
5 Mar 2026, 4:00 pmClosed
AE.LID EW ,S.Bathery BP
O/o Assistant Executive Engineer.LID EW , S.Bathery BP
Annual plan S Bathery Block panchayat PR NO 70 26 Vazhakkandi Unnathi Drainage Nenmeni GP RS 500000 CFC Tied General Civil Work Retender
2026_LSGD_840768_3
AE/LID-EW/BPSBY/06/2025-26
Open Tender
Civil Works - Water Works
Item Rate
180 days
Sulthan Bathery
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
13 Apr 2026
26 Feb 2026
6 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Road Re-Tarring
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
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.
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
11.4.2.1: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)
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD451367/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 40 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200 mm x 200 mm x 500 mm, 500 mm below ground level as per drawings and Technical Specification Clause 1701.600 mm x 450 mm Rectangular
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