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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 LAccepted-Finance H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | ₹22.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹23.2 LRejected-Finance BORDA MARGAO GOA GOA | MARGAO | SOUTH GOA | GOA | ₹23.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/S UNIQUE CONSTRUCTIONS L1 | vallabh raghavdas keny L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other material either in full or in parts, as the case may be by adopting any approved method or methods as may be convenient or permitted incl. of chiseling, wedging etc. but blasting prohibited in all condition such as dry, moist, saturated, submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and all lifts etc complete as per specification and drawing and as directed by the Engineer-in-charge etc. complete. a. All kinds of soil. | 342 | Cum | 297 ₹1.0 L | 300 ₹1.0 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete. | 20 | Cum | 2,319 ₹46,380 | 2,344 ₹46,880 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : a.Foundations, footings, bases for columns and mass concrete. | 403 | Sq.m | 428 ₹1.7 L | 431 ₹1.7 L |
| 4.00 | 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: a. All works upto plinth level. | 224 | Cum | 7,144 ₹16.0 L | 7,219 ₹16.2 L |
| 5.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. A) 110 mm dia | 62 | RM | 382 ₹23,684 | 390 ₹24,180 |
Tender Value
₹21.9 L
EMD Value
₹43,755
Closing Date
16 Feb 2026, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Improvement to nallah bank on LHS near Sawkar house in V.P. Borim of Shiroda Constituency.
2026_WRD_27576_1
WDXI/PB/F.24/2025-26/1444
Open Tender
Miscellaneous Works
120 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹43,755
5 Jun 2026
4 Feb 2026
18 Feb 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and all such other material either in full or in parts, as the case may be by adopting any approved method or methods as may be convenient or permitted incl. of chiseling, wedging etc. but blasting prohibited in all condition such as dry, moist, saturated, submerged, foul conditions etc including pumping or bailing out water/dewatering including setting out construction of shoring, strutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and backfilling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and all lifts etc complete as per specification and drawing and as directed by the Engineer-in-charge etc. complete. a. All kinds of soil.
Rubble packing with hard laterite stone under floors including watering ramming and conslidating etc. in pipeline rtrenches and other foundation complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for : a.Foundations, footings, bases for columns and mass concrete.
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: a. All works upto plinth level.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. A) 110 mm dia
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