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| Sl No | Description | Qty | Unit | A K JOSHY L2 | A K ROY L1 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 103.2 | cum | 72.7 ₹7,502.64 | 68.9 ₹7,110.48 Lowest |
| 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. | 34.4 | cum | 2,580.2 ₹88,758.88 | 2,445.6 ₹84,128.64 Lowest |
| 1.00 | OD157356/2024-2025:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40,(conforming to IS 15658-2006) for medium traffic volume roads including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified) | 325.4 | per sqm | 1,345.5 ₹4,37,825.7 | 1,275.3 ₹4,14,982.62 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.04 | cum | 9,541.3 ₹19,464.25 | 9,043.5 ₹18,448.74 Lowest |
| 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 | 52.5 | cum | 412.3 ₹21,645.75 | 390.8 ₹20,517 Lowest |
| 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 | 4.5 | cum | 8,961.8 ₹40,328.1 | 8,494.2 ₹38,223.9 Lowest |
| 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 | 18 | cum | 9,877.2 ₹1,77,789.6 | 9,361.9 ₹1,68,514.2 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.65 | tonne | 1,01,178.4 ₹1,66,944.36 | 95,899.5 ₹1,58,234.18 Lowest |
| 1.01 | OD186941/2024-2025: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. | 5 | metre | 135.1 ₹675.5 | 128 ₹640 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,174
Closing Date
16 Nov 2024, 6:00 pmClosed
SHAJI U V
ASSISTANT ENGINEER LID AND EW ALOOR GP
ALOOR GP 2024-25 ODACOLONY SUB ROAD CONSTRUCTION WARD 10(Pro. No.323/25)
2024_LSGD_702091_15
ET2/AE/LIDEW/ALR/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
ALOOR GRAMAPANCHAYTH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,174
Yes
13 Oct 2025
4 Nov 2024
18 Nov 2024
4 Nov 2024
16 Nov 2024
4 Nov 2024
Amount
Road construction
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
OD157356/2024-2025:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40,(conforming to IS 15658-2006) for medium traffic volume roads including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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
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
OD186941/2024-2025: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.
OD157343/2024-2025:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD200560/2024-2025:Suppling and fixing of board for displaying the details of work
A K JOSHY (BID ID -1978278)
Bidder Name
A K ROY
A K JOSHY
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