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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.0 LAccepted-AOC NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | 1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | V P CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00Road concrete | ||||
| 1.00 | 9.1.1:Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (i) Upto 3 m depth | 32.02 | cum | 800 ₹25,620 Lowest |
| 1.00 | OD160418/2025-2026: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 labor charges etc. complete as per direction of departmental officers at site. | 34.77 | cum | 4,000 ₹1,39,080 Lowest |
| 1.00 | 9.8:Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets | 4 | metre | 3,310 ₹13,240 Lowest |
| 1.00 | 9.4.B:Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia | 4 | metre | 10,347 ₹41,388 Lowest |
| 1.00 | 9.14.2:Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth filling (For marshy soil) | 196.47 | cum | 605 ₹1,18,862.54 Lowest |
| 1.01 | 4.2.1:Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | 22.05 | cum | 3,000 ₹66,150 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
25 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION NEDUMKANDAM
Maintenance of Kalkoonthal - Kurukku Road -
2026_LSGD_830568_13
16/AE/LID AND EW/NDKM/TENDER/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMKANDAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
₹10,587
5 Jun 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
Road concrete
9.1.1:Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I. Ordinary soil (i) Upto 3 m depth
OD160418/2025-2026: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 labor charges etc. complete as per direction of departmental officers at site.
9.8:Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets
9.4.B:Providing and Laying Reinforced Cement Concrete Pipe NP4 as per design in Single Row Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia
9.14.2:Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 II. Earth filling (For marshy soil)
4.2.1:Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of gravel/soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402
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