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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-Finance | ₹18.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹20.9 LRejected-Finance H NO 1468 6 FAJ HOUSING COLONY MADEL THIVIM GOA | THIVIM | GOA | ₹20.9 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Noorudeen C. K. L1 | P. Shivaji L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical 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, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and such material either in full or in parts, as the case may be adopting any approved method or methods as may be convenient or permitted incl. 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 constructed of shoring and bracing, removal of stump and other deleterious matter, dresing of sides and bottom and backfilling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within all lead and lifts etc as per specification & drawing and as directed by the Engineer-in-charge etc complete. | 274 | Cum | 350 ₹95,900 Lowest | 650 ₹1,78,100 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 18.2 | Cum | 2,700 ₹49,140 | 2,525 ₹45,955 Lowest |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a)Foundations, footings, bases for columns and mass concrete. | 351 | Sq.m | 500 ₹1,75,500 Lowest | 500 ₹1,75,500 Lowest |
| 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. | 167.7 | Cum | 6,750 ₹11,31,975 Lowest | 7,500 ₹12,57,750 |
| 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 retaining structure complete as directed by the Engineer in charge A) 110mm Dia. | 60.8 | RM | 400 ₹24,320 | 195 ₹11,856 Lowest |
| 6.10 | Carriage of materials c) by manual labour including loading, unloading stacking for a leads less than 0.5 kms.
b) iii) Soling stone for 0.5 km Manual | 18.2 | Cum | 400 ₹7,280 Lowest | 425 ₹7,735 |
| 6.20 | b) i) Sand, stone aggregate below 40 mm nominal
Stone aggregate | 150.93 | Cum | 400 ₹60,372 Lowest | 450 ₹67,918.5 |
| 6.30 | Sand | 75.47 | Cum | 400 ₹30,188 | 300 ₹22,641 Lowest |
Tender Value
₹17.9 L
EMD Value
₹35,803
Closing Date
23 Feb 2026, 4:00 pmClosed
EEXI, WRD
Ravonfond, Navelim
Construction of protection wall on RHS bank of nallah at Miring Deulwada in V.P. Borim of Shiroda Constituency (2nd Call)
2026_WRD_27673_1
WDXI/PB/F.24/2025-26/1489sr1
Open Tender
Miscellaneous Works
Item Rate
60 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹35,803
5 Jun 2026
9 Feb 2026
25 Feb 2026
9 Feb 2026
23 Feb 2026
9 Feb 2026
Earthwork in excavation by mechanical 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, disintegrated rock or weathered rock, fissured/shattered, decomposed rock and such material either in full or in parts, as the case may be adopting any approved method or methods as may be convenient or permitted incl. 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 constructed of shoring and bracing, removal of stump and other deleterious matter, dresing of sides and bottom and backfilling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within all lead and lifts etc as per specification & drawing and as directed by the Engineer-in-charge etc complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations 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 retaining structure complete as directed by the Engineer in charge A) 110mm Dia.
Carriage of materials c) by manual labour including loading, unloading stacking for a leads less than 0.5 kms. b) iii) Soling stone for 0.5 km Manual
b) i) Sand, stone aggregate below 40 mm nominal Stone aggregate
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