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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹28.7 L+₹2.9 L (11.2%)Rejected-AOC KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L2 | C H MOIDEEN KUNHI L1 |
|---|---|---|---|---|---|
| 1.00APPENDIX A | |||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 97.78 | cum | 56.93 ₹5,566.62 | 51.59 ₹5,044.47 Lowest |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 15.52 | cum | 6,423.8 ₹99,697.38 | 5,842.96 ₹90,682.74 Lowest |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 275.62 | cum | 7,435.73 ₹20,49,473.08 | 6,763.39 ₹18,64,159.37 Lowest |
| 1.00 | OD220342/2024-2025:60.6. 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. | 60 | metre | 109.28 ₹6,556.8 Lowest | 119.81 ₹7,188.6 |
| 1.00 | OD220347/2024-2025:60.7.1. 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 | 19.12 | cum | 2,805.86 ₹53,662.07 Lowest | 3,173.82 ₹60,699.31 |
| 1.01 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.1 | MT | 87,990.86 ₹8,975.07 | 87,310.47 ₹8,905.67 Lowest |
| 1.01 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 1.7 | cum | 8,076.39 ₹13,729.86 | 7,346.13 ₹12,488.42 Lowest |
| 1.01 | 13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | 51 | cum | 3,286.76 ₹1,67,624.76 | 2,619.5 ₹1,33,594.5 Lowest |
| 1.01 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | 110.25 | cum | 495.38 ₹54,615.65 | 450.59 ₹49,677.55 Lowest |
Tender Value
₹30.8 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 4:00 pmClosed
PWD Roads Division Kasaragode
PWD Roads Division Kasaragode
G E N E R A L P R O T E C T I O N W A L L BETWEEN KM 6 800 TO 6 900 LHS IN BHEEMANADY-MUKKADA ROAD-IN KASARAGOD DISTRICT General Civil Work
2026_PWD_844669_1
D3-TD/49/E tender/2025-26
Open Tender
Civil Works - Roads
Item Rate
Kasargode
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
7 Jul 2026
7 Mar 2026
19 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 1.002 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 1 | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.004 | OD220342/2024-2025:60.6. 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. | - | metre | - | - |
| 1.005 | OD220347/2024-2025:60.7.1. 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 | - | - |
| 1.006 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 1 | MT | - | - |
| 1.007 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | - | cum | - | - |
| 1.008 | 13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | - | cum | - | - |
| 1.009 | 3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | - | cum | - | - |
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