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| Sl No | Description | Qty | Unit | BIJU K C L2 | BIJU L1 |
|---|---|---|---|---|---|
| 1.00RE-CONCRETING | |||||
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 2.7 | cum | 786.24 ₹2,122.85 | 720 ₹1,944 Lowest |
| 1.00 | OD22289/2026-2027:DAR 60.7.1 - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 2.43 | cum | 4,160.22 ₹10,109.33 | 3,745 ₹9,100.35 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 | 0.74 | cum | 9,887.04 ₹7,355.96 | 8,899 ₹6,620.86 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 1,00,437.31 ₹5,724.93 | 90,500 ₹5,158.5 Lowest |
| 1.00 | OD22185/2026-2027: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.
(ii) Using Gravel mix soil. | 1.8 | cum | 2,354.3 ₹4,237.74 | 2,120 ₹3,816 Lowest |
| 1.01 | 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) | 30.68 | cum | 9,563.75 ₹2,93,415.85 | 8,606 ₹2,64,032.08 Lowest |
| 1.01 | OD22232/2026-2027:Man-coolie | 6 | each | 1,127.36 ₹6,764.16 | 1,000 ₹6,000 Lowest |
Tender Value
₹3.3 L
EMD Value
₹8,243
Closing Date
25 May 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer ,Guruvayur Municipality
Annual Plan-PRO.NO.75/2026-2027 RE-CONCRETING OF BALIKA SADANAM ROAD PASSING BESIDE MATHA COMMUNITY HALL AND PUTTAT LANE ROAD IN WARD - 33-GURUVAYUR MUNICIPALITY-General Civil Work
2026_LSGD_851866_4
Etdr 09/2026
Open Tender
Civil Works - Roads
Item Rate
240 days
GURUVAYUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹730
₹8,243
17 Aug 2026
19 May 2026
26 May 2026
19 May 2026
25 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RE-CONCRETING | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | - | cum | - | - |
| 1.002 | OD22289/2026-2027:DAR 60.7.1 - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | OD22185/2026-2027: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.
(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD22232/2026-2027:Man-coolie | - | each | - | - |
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