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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance | ₹5.5 L | L1 | Accepted-Finance 20 PERCENT BELOW |
| 2 | L1₹5.5 LRejected-Finance H NO 298 F COMBA SAO JOSE DE AREAL SALCETE GOA | SAO JOSE DE AREAL | SALCETE | GOA | ₹5.5 L | L1 | Rejected-Finance 20 PERCENT BELOW |
| 3 | L2₹7.2 LRejected-Finance H NO 58 ARLEM RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹7.2 L | L2 | Rejected-Finance 4.95 PERCENT ABOVE |
| Sl No | Description | Qty | Unit | DIAS SONS DEVELOPERS L2 | minguel gomes L1 | Kristly Enterprises L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types 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, disintergrated rock or weathered rock, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water / dewatering, including setting out construction of shoring, strutting and bracing, removal of stumps 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 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. | 133 | Cum | 390 ₹61,206.60 | 232.83 ₹36,540.34 | 250 ₹39,235 |
| 2.00 | Earthwork in excavation or de-silting of rivers, nallah, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, peddles, all types of conglomerrates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling, wedging, etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, fould conditions etc. including setting out construction of shoring and strutting removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by Engineer-in-charge etc. all complete. | 43 | Cum | 350 ₹17,759 | 132.5 ₹6,723.05 | 150 ₹7,611 |
| 3.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 9 | Cum | 2,700 ₹28,674 | 1,789.29 ₹19,002.26 | 2,206.83 ₹23,436.53 |
| 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:
All works upto plinth level. | 42 | Cum | 6,200 ₹3.1 L | 5,311.71 ₹2.6 L | 5,107.5 ₹2.5 L |
| 5.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete | 67 | Sqm | 490 ₹38,739.40 | 365.62 ₹28,905.92 | 400 ₹31,624 |
| 6.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 8 | Cum | 7,000 ₹66,080 | 4,252.45 ₹40,143.13 | 5,000 ₹47,200 |
| 7.00 | Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 20mm nominal size) in foundation. | 40 | Cum | 3,900 ₹1.8 L | 2,985.68 ₹1.4 L | 2,780 ₹1.3 L |
| 8.00 | 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 retaining structure complete as directed by the Engineer in charge.
110 mm dia. | 30 | RM | 360 ₹12,744 | 302.51 ₹10,708.85 | 360.05 ₹12,745.77 |
Tender Value
₹6.8 L
EMD Value
₹13,660
Closing Date
20 Aug 2025, 5:00 pmClosed
EE II
aquem baixo rawanfond
Construction of Ganesh Visarjan Platform, steps and stabilization of side bank of pond in sy. no. 81/1 in Village Chinchinim in Velim Constituency.
2025_WRD_24191_1
WDII/TECH/F17/19e/2025-26/SN3
Open Tender
Miscellaneous Works
60 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹13,660
13 Feb 2026
14 Aug 2025
21 Aug 2025
14 Aug 2025
20 Aug 2025
14 Aug 2025
Amount
Earthwork in excavation by mechanical/manual means in all types 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, disintergrated rock or weathered rock, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping and bailing out water / dewatering, including setting out construction of shoring, strutting and bracing, removal of stumps 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 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.
Earthwork in excavation or de-silting of rivers, nallah, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, peddles, all types of conglomerrates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted, inclusive of chiselling, wedging, etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, fould conditions etc. including setting out construction of shoring and strutting removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by Engineer-in-charge etc. all complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
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: All works upto plinth level.
Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 20mm nominal size) in foundation.
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 retaining structure complete as directed by the Engineer in charge. 110 mm dia.
minguel gomes (BID ID -51758)
DIAS SONS DEVELOPERS (BID ID -51753)
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