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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAdmitted-Finance H NO 58 ARLEM RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹10.1 L | L1 | Admitted-Finance |
| 2 | L2₹12.6 LAdmitted-Finance | ₹12.6 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jaison K C L2 | DIAS SONS DEVELOPERS L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 5,625 | per 100 Sqm | 605 ₹40,156.88 | 500 ₹33,187.5 Lowest |
| 2.00 | Earthwork in excavation for de-silting of rivers, nallahs, ponds etc. by mechanical means in all types of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite 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 chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul 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. | 2,550 | Cum | 164 ₹4,93,476 | 135.63 ₹4,08,110.67 Lowest |
| 3.00 | Rubble packing with hard laterite stone under floors including watering, ramming and consolidating etc. in pipeline trenches and other foundations complete. | 4.8 | Cum | 2,420 ₹13,706.88 | 1,999.96 ₹11,327.78 Lowest |
| 4.00 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
All works upto plinth level | 2.4 | Cum | 6,021 ₹17,051.47 | 4,976.25 ₹14,092.74 Lowest |
| 5.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete. | 17.76 | Sq.m. | 485 ₹10,164.05 | 400.35 ₹8,390.06 Lowest |
| 6.00 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
All works upto plinth level | 2.8 | Cum | 6,617 ₹21,862.57 | 5,469 ₹18,069.58 Lowest |
| 7.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 3,169.32 | Kgs | 178 ₹6,65,683.97 | 138 ₹5,16,092.07 Lowest |
Tender Value
₹12.6 L
EMD Value
₹25,240
Closing Date
7 Aug 2026, 5:00 pmClosed
EE II
aquem baixo rawanfond
Providing access to the fields by fabricated steel cross over and desilting of nallah in the field, opposite to Verna V.P. in Nuvem Constituency.
2026_WRD_30581_1
WDII/TECH/F17/11e/2026-27/SN3
Open Tender
Miscellaneous Works
Item Rate
45 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹25,240
19 Aug 2026
24 Jul 2026
10 Aug 2026
24 Jul 2026
7 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 5,625 | per 100 Sqm | - | - |
| 2 | Earthwork in excavation for de-silting of rivers, nallahs, ponds etc. by mechanical means in all types of strata comprising any of the materials such as soil, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite 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 chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul 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. | 2,550 | Cum | - | - |
| 3 | Rubble packing with hard laterite stone under floors including watering, ramming and consolidating etc. in pipeline trenches and other foundations complete. | 4.8 | Cum | - | - |
| 4 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing :
All works upto plinth level | 2.4 | Cum | - | - |
| 5 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete. | 17.76 | Sq.m. | - | - |
| 6 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
All works upto plinth level | 2.8 | Cum | - | - |
| 7 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 3,169.32 | Kgs | - | - |
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