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| Sl No | Description | Qty | Unit | RAJAN K R L1 | AZEEZ K M L2 |
|---|---|---|---|---|---|
| 1.00Road Concrete | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27.3 | cum | 65 ₹1,774.5 Lowest | 65 ₹1,774.5 Lowest |
| 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) | 27.3 | cum | 8,924 ₹2,43,625.2 Lowest | 8,926 ₹2,43,679.8 |
| 2.00Side protection | |||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 11.9 | cum | 875 ₹10,412.5 Lowest | 877 ₹10,436.3 |
| 2.00 | OD519740/2025-2026: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 | 36.4 | cum | 3,880 ₹1,41,232 Lowest | 3,882 ₹1,41,304.8 |
| 2.00 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.4 | cum | 8,400 ₹11,760 Lowest | 8,400 ₹11,760 Lowest |
| 2.00 | OD519739/2025-2026:Filling with contractors own earth ( Excluding rock ) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , lead up to 50m and lift up to 1.50m as per direction of site engineer in charge | 24.75 | cum | 452 ₹11,187 Lowest | 452 ₹11,187 Lowest |
| 2.00 | OD519741/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2mm thick supported on 2 nosGI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200mm x 200mm x500mm , 500mm below ground level as per drwings and specification clause 1701. 600x450mm rectangular. | 1 | each | 3,000 ₹3,000 Lowest | 3,350 ₹3,350 |
Tender Value
₹5 L
EMD Value
₹10,590
Closing Date
15 Jul 2026, 5:00 pmClosed
Secretary
nenmeni GP koliyadi
MLA-SDF-Nenmeni GP 2025-26 -Kommad Thazhae kinar road concrete and side protectionRs 500000
2026_DP_859276_1
MLA/SDF/KTK/2025-26
Open Tender
Civil Works - Roads
Item Rate
KOLIYADI
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
18 Jul 2026
6 Jul 2026
17 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concrete | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 2Side protection | |||||
| 2.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 2.002 | OD519740/2025-2026: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 | 1 | cum | - | - |
| 2.003 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 2.004 | OD519739/2025-2026:Filling with contractors own earth ( Excluding rock ) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , lead up to 50m and lift up to 1.50m as per direction of site engineer in charge | - | cum | - | - |
| 2.005 | OD519741/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2mm thick supported on 2 nosGI pipe 40mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 200mm x 200mm x500mm , 500mm below ground level as per drwings and specification clause 1701. 600x450mm rectangular. | - | each | - | - |
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