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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.8 LAccepted-AOC H NO 179 23 ALTO BELLA VISTA SANGOLDA BARDEZ GOA | NORTH GOA | GOA | 403109 | ₹23.8 L | 1 | Accepted-AOC Lowest L1 |
| 2 | 2₹31.3 L+₹7.5 L (31.4%)Rejected-Finance H NO 1749 3 SKY AVENUE VIDHYA NAGAR NEAR VIDHYA PRABHODINI SCHOOL PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403001 | ₹31.3 L+₹7.5 L (31.4%) | 2 | Rejected-Finance Lowest L2 |
| Sl No | Description | Qty | Unit | M S LECON ENGINEERS AND CONTRACTORS PVT LTD L2 | Asma Engineering Services L1 |
|---|---|---|---|---|---|
| 1.00 | Supplying at store or site of work Rigid PVC(SEL FIT) pipes for public water supply includingRailway freight, carting, loading and unloading,stacking, transit insurance etc. complete,Conforming to IS: 4985-2000, and bearing ISImark, Class 6 kg/cm2. d)110 mm | 750 | Meter | 366 ₹2,74,500 | 324 ₹2,43,000 Lowest |
| 2.00 | Supply of rigid PVC fittings conforming to IS:7834-1975 designed for precision and accuracy soas to join PVC pipes and other specials includingrailway freight, carting, loading and unloading and
stacking etc. Complete I) Elbow I)110 mm | 10 | Each | 210 ₹2,100 | 190 ₹1,900 Lowest |
| 2.10 | IV) Tee I)110 mm | 10 | Each | 279 ₹2,790 | 257 ₹2,570 Lowest |
| 3.00 | Conveying carefully from stack at site, 250m fromboth sides rolling and lowering in trenches, layingtrue to line and level and perfect linking for jointsfor P.V.C / H.D.P.E complete in all respects as perthe direction of the engineer in-charge d) 110 mm OD | 750 | Meter | 4.7 ₹3,525 | 4 ₹3,000 Lowest |
| 4.00 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost ofsolvent 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. d) 110 mm | 126 | Each | 66 ₹8,316 | 39 ₹4,914 Lowest |
| 5.00 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 2.24 | Cum | 1,130 ₹2,531.2 | 1,000 ₹2,240 Lowest |
| 6.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a)All kinds of soil | 2.87 | Cum | 1,790 ₹5,137.3 | 1,500 ₹4,305 Lowest |
| 7.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 0.96 | Cum | 1,135 ₹1,089.6 | 1,000 ₹960 Lowest |
| 8.00 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:complete. a)All works upto plinth level | 2.02 | Cum | 2,145 ₹4,332.9 | 2,000 ₹4,040 Lowest |
| 9.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : c)Columns, Pillars ,piers, abutm-ents, posts and strut, square, rectangular, polygon in plan. etc. | 31.13 | Sqmt | 250 ₹7,782.5 | 200 ₹6,226 Lowest |
Tender Value
₹23.8 L
EMD Value
₹47,549
Closing Date
11 Mar 2026, 4:00 pmClosed
Executive Engineer, WDX, WRD
Works Division X, WRD, Pajimol, Sanguem, Goa
Supplying and installation of valve based wireless automation system for raw water distribution of direct outlet No.8 of S.I.P main canal at Ch.9.74 Km in Curchorem Constituency.
2026_WRD_28001_1
WDX/Accts./2025-26/e-20
Open Tender
Miscellaneous Works
Item Rate
60 days
Works Division X, WRD, Pajimol, Sanguem
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹47,549
9 Apr 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying at store or site of work Rigid PVC(SEL FIT) pipes for public water supply includingRailway freight, carting, loading and unloading,stacking, transit insurance etc. complete,Conforming to IS: 4985-2000, and bearing ISImark, Class 6 kg/cm2. d)110 mm | 750 | Meter | - | - |
| 2 | Supply of rigid PVC fittings conforming to IS:7834-1975 designed for precision and accuracy soas to join PVC pipes and other specials includingrailway freight, carting, loading and unloading and
stacking etc. Complete I) Elbow I)110 mm | 10 | Each | - | - |
| 2.1 | IV) Tee I)110 mm | 10 | Each | - | - |
| 3 | Conveying carefully from stack at site, 250m fromboth sides rolling and lowering in trenches, layingtrue to line and level and perfect linking for jointsfor P.V.C / H.D.P.E complete in all respects as perthe direction of the engineer in-charge d) 110 mm OD | 750 | Meter | - | - |
| 4 | Jointing of rigid / SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost ofsolvent 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. d) 110 mm | 126 | Each | - | - |
| 5 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 2.24 | Cum | - | - |
| 6 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : a)All kinds of soil | 2.87 | Cum | - | - |
| 7 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 0.96 | Cum | - | - |
| 8 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:complete. a)All works upto plinth level | 2.02 | Cum | - | - |
| 9 | Centering and shuttering including struttings, propping etc. and removal of formwork for : c)Columns, Pillars ,piers, abutm-ents, posts and strut, square, rectangular, polygon in plan. etc. | 31.13 | Sqmt | - | - |
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