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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹8.4 LAdmitted-Finance | ₹8.4 L | Admitted-Finance |
| 2 | ₹10.4 LAdmitted-Finance | ₹10.4 L | Admitted-Finance |
| 3 | ₹10.9 LAdmitted-Finance | ₹10.9 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | SULEMAN MEHABOOB MULLA | NILESH NAIK | Deegee Builders |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50m lead.. | 10.1 | Cum | 9,065.76 ₹10,697.60 | 12,120 ₹14,301.60 | 6,060 ₹7,150.80 |
| 2.00 | 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 | 31.1 | Cum | 7,239.15 ₹8,542.20 | 9,796.5 ₹11,559.87 | 9,330 ₹11,009.40 |
| 3.00 | Rubble packing with hard laterite stone under floors including watertering ramming and consolidating etc in pipeline trenches and other foundation Complete | 7.9 | Cum | 13,966.88 ₹16,480.92 | 18,170 ₹21,440.60 | 15,800 ₹18,644 |
| 4.00 | 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 | 15.6 | Cum | 84,991.61 ₹1.0 L | 1,10,604 ₹1.3 L | 1,01,400 ₹1.2 L |
| 5.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete. | 117.6 | Sqm | 38,292.91 ₹45,185.63 | 50,568 ₹59,670.24 | 47,040 ₹55,507.20 |
| 6.00 | 12mm cement plaster 1:4 (1cement :4 fine sand) | 126.7 | Sqm | 22,607.08 ₹26,676.35 | 29,394.4 ₹34,685.39 | 38,010 ₹44,851.80 |
| 7.00 | 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 6 ka/cm2. Outer Dia in mm i) 200 | 300 | m | 2,64,960 ₹3.1 L | 3,45,000 ₹4.1 L | 3,00,000 ₹3.5 L |
| 8.00 | 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.CD.P.E complete in all respects as per the direction of the engineer in-charge .h) 200 mm OD | 300 | m | 2,160 ₹2,548.80 | 3,000 ₹3,540 | 15,000 ₹17,700 |
| 9.00 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. Outer Diameter in mm h). 200 | 49 | m | 6,271.02 ₹7,399.80 | 8,330 ₹9,829.40 | 4,900 ₹5,782 |
| 10.00 | Providing and fixing of mild steel lift type gates of 5mm thick M.S. angle of size 40 x 40 x 5mm handle with 20mm dia MS bar groove with MS flat of size 25 x 6mm including holdfast locking arrangemant and painting with superior quality ready mixed paint over a coat of metal primer etc. complete as per detailed drawing and specification and as directed by the engineer in charge | 40 | No | 84,892 ₹1.0 L | 1,10,400 ₹1.3 L | 1,52,000 ₹1.8 L |
Tender Value
₹10.5 L
EMD Value
₹20,954
Closing Date
16 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Maintenance and repairs to existing half round canal network, Distribution chamber and providing Syphon under L.I.S. Khadki in village Khadki V.P. Cotorem in Sattari Taluka.
2026_WRD_28571_1
No.WRD/WDVI/PB/F.30/TN e 61/2025-26/1097line 9 Dated 31/03 /2026
Open Tender
Civil Works - Water Works
60 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹20,954
Yes
13 May 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
16 Apr 2026
7 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50m lead.. | - | Cum | - | - | item1 |
| 2 | 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 | - | Cum | - | - | item2 |
| 3 | Rubble packing with hard laterite stone under floors including watertering ramming and consolidating etc in pipeline trenches and other foundation Complete | - | Cum | - | - | item3 |
| 4 | 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 | - | Cum | - | - | item4 |
| 5 | Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete. | - | Sqm | - | - | item5 |
| 6 | 12mm cement plaster 1:4 (1cement :4 fine sand) | - | Sqm | - | - | item6 |
| 7 | 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 6 ka/cm2. Outer Dia in mm i) 200 | - | m | - | - | item7 |
| 8 | 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.CD.P.E complete in all respects as per the direction of the engineer in-charge .h) 200 mm OD | - | m | - | - | item8 |
| 9 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. Outer Diameter in mm h). 200 | - | m | - | - | item9 |
| 10 | Providing and fixing of mild steel lift type gates of 5mm thick M.S. angle of size 40 x 40 x 5mm handle with 20mm dia MS bar groove with MS flat of size 25 x 6mm including holdfast locking arrangemant and painting with superior quality ready mixed paint over a coat of metal primer etc. complete as per detailed drawing and specification and as directed by the engineer in charge | - | No | - | - | item10 |
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