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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹25.9 L+₹98,376.60 (3.95%)Rejected-Finance GOA | SOUTH GOA | GOA | 403703 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VXL AND COMPANY L2 | SHAURYA CONSTRUCTIONS PRIVATE LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, ordinary rock, disintegrated rock, or weathered rock, fissured/ shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including 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 lightning , guarding etc. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification and drawing and as directed by the Engineer -in-charge etc. complete. | 553.5 | cum | 305 ₹1,68,817.5 | 300 ₹1,66,050 Lowest |
| 2.00 | Centering and shuttering including strutting, propping etc. and removal of formwork for: a)Foundations, footings, bases for columns and mass concrete. | 597.5 | sqm | 430 ₹2,56,925 | 427 ₹2,55,132.5 Lowest |
| 3.00 | Providing and 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 | 219.5 | cum | 7,500 ₹16,46,250 | 7,150 ₹15,69,425 Lowest |
| 4.00 | Providing & fixing weephloes with rigid PVC make laid in position with a required slope & level white laying pipes of approved the concrete of retaining wall , wing wall & earth retaining structure complete as directed by the Engineer-in-charge. a)110 mm | 151 | Rm | 390 ₹58,890 | 380 ₹57,380 Lowest |
| 5.00 | 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 | 237.5 | cum | 260 ₹61,750 | 258 ₹61,275 Lowest |
Tender Value
₹23.7 L
EMD Value
₹47,419
Closing Date
28 Jul 2025, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Restorative measures to the flood affected river bank at Amone Village Panchayat Poinguinim in Canacona Taluka
2025_WRD_23801_1
WDXI/PB/F.24/2025-26/579/Sr2
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹47,419
18 Dec 2025
9 Jul 2025
30 Jul 2025
9 Jul 2025
28 Jul 2025
9 Jul 2025
Amount
Earthwork in excavation by mechanical/ manual means in all type of strata comprising any of materials such as soil, silt, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, ordinary rock, disintegrated rock, or weathered rock, fissured/ shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including 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 lightning , guarding etc. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification and drawing and as directed by the Engineer -in-charge etc. complete.
Centering and shuttering including strutting, propping etc. and removal of formwork for: a)Foundations, footings, bases for columns and mass concrete.
Providing and 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 & fixing weephloes with rigid PVC make laid in position with a required slope & level white laying pipes of approved the concrete of retaining wall , wing wall & earth retaining structure complete as directed by the Engineer-in-charge. a)110 mm
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
VXL AND COMPANY (BID ID -51217)
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