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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹18.4 L+₹2.4 L (15.2%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹18.4 L+₹2.5 L (15.5%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/s SM CONSTRUCTION L2 | CBK Constructions L3 | Prasad V L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.a ) All kinds of soil | 1,038 | Cu.m. | 150 ₹1,55,700 Lowest | 280 ₹2,90,640 | 232 ₹2,40,816 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 8 | Cu.m. | 2,000 ₹16,000 | 2,000 ₹16,000 | 1,768 ₹14,144 Lowest |
| 3.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a ) All works upto plinth level | 20 | Cu.m. | 5,500 ₹1,10,000 | 6,000 ₹1,20,000 | 5,448 ₹1,08,960 Lowest |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of formwork for a ) Foundations, footings, bases for columns and mass concrete. | 100 | Sq.m. | 300 ₹30,000 Lowest | 350 ₹35,000 | 325 ₹32,500 |
| 5.00 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 60 | Sq.m. | 250 ₹15,000 | 310 ₹18,600 | 178 ₹10,680 Lowest |
| 6.00 | Neat Cement punning | 16 | Sq.m. | 50 ₹800 | 30 ₹480 Lowest | 46 ₹736 |
| 7.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 966 | Cu.m. | 100 ₹96,600 Lowest | 150 ₹1,44,900 | 196 ₹1,89,336 |
| 8.10 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2.Outer Dia in mm d) 110 | 450 | Metre | 250 ₹1,12,500 | 220 ₹99,000 | 174 ₹78,300 Lowest |
| 8.20 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2.Outer Dia in mm l) 315 | 450 | Metre | 1,922.66 ₹8,65,197 | 1,900 ₹8,55,000 | 1,579 ₹7,10,550 Lowest |
| 9.10 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer incharge d) 110 mm OD | 450 | Metre | 15 ₹6,750 | 10 ₹4,500 | 3 ₹1,350 Lowest |
Tender Value
₹23.5 L
EMD Value
₹47,090
Closing Date
22 Sept 2026, 10:00 amClosed
o/o Executive Engineer WD VII WRD Dhargal
o/o Executive Engineer WD VII WRD Dhargal
Revised Estimate for Command Area Development and Water Management Providing Tail outlet at Ch 9.75 km of B2 distributary of RBMC of TIP in Allorna in Pernem Taluka
2026_WRD_31790_1
WRD/WDVII/2026-27/TN-13/L2
Open Tender
Civil Works - Canal
Item Rate
90 days
Allorna in Pernem Taluka
As per tender documents
3 documents required · 3 mandatory
₹5,000
₹47,090
24 Sept 2026
11 Sept 2026
23 Sept 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.a ) All kinds of soil | 1,038 | Cu.m. | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 8 | Cu.m. | - | - |
| 3 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a ) All works upto plinth level | 20 | Cu.m. | - | - |
| 4 | Centering and shuttering including strutting, propping etc. and removal of formwork for a ) Foundations, footings, bases for columns and mass concrete. | 100 | Sq.m. | - | - |
| 5 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 60 | Sq.m. | - | - |
| 6 | Neat Cement punning | 16 | Sq.m. | - | - |
| 7 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 966 | Cu.m. | - | - |
| 8.1 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2.Outer Dia in mm d) 110 | 450 | Metre | - | - |
| 8.2 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete. Conforming to IS: 4985-2000, and bearing ISI mark Class 4 kg/cm2.Outer Dia in mm l) 315 | 450 | Metre | - | - |
| 9.1 | Conveying carefully from stack at site, 250m from both sides rolling and lowering in trenches, laying true to line and level and perfect linking for joints for P.V.C / H.D.P.E complete in all respects as per the direction of the engineer incharge d) 110 mm OD | 450 | Metre | - | - |
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