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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.8 LAccepted-Finance | ₹44.8 L | L1 | Accepted-Finance 4.07 PERCENT ABOVE |
| 2 | L2₹45.2 LAccepted-Finance | ₹45.2 L | L2 | Accepted-Finance 4.96 PERCENT ABOVE |
| Sl No | Description | Qty | Unit | RAF Sequeira L2 | Nicolau Nunes 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 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 const. of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposing of the surplus excavated soil/rock at specified areas within a lead of 50mts and all lifts etc as specification and drawing and as directed by the Engineer in charge etc. | 1,540.56 | Cum | 300 ₹5.5 L | 300 ₹5.5 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 78 | Cum | 2,500 ₹2.3 L | 2,500 ₹2.3 L |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete | 471.84 | Sqm | 600 ₹3.3 L | 500 ₹2.8 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:
All works upto plinth level. | 257.65 | Cum | 6,100 ₹18.5 L | 6,000 ₹18.2 L |
| 5.00 | Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 40mm nominal size) in foundation. | 268.91 | Cum | 4,600 ₹14.6 L | 4,750 ₹15.1 L |
| 6.00 | 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. | 174 | RM | 450 ₹92,394 | 450 ₹92,394 |
Tender Value
₹43.0 L
EMD Value
₹86,060
Closing Date
5 Aug 2025, 5:00 pmClosed
EE II
aquem baixo rawanfond
Improvement and development of nallah at Sernabatim under sy. no. 59/3 in V.P. Colva in Benaulim Constituency
2025_WRD_23895_1
WDII/TECH/F17/17e/2025-26/SN1
Open Tender
Miscellaneous Works
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹86,060
9 Feb 2026
22 Jul 2025
6 Aug 2025
22 Jul 2025
5 Aug 2025
22 Jul 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 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 const. of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposing of the surplus excavated soil/rock at specified areas within a lead of 50mts and all lifts etc as specification and drawing and as directed by the Engineer in charge etc.
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 : 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: All works upto plinth level.
Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 40mm 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.
RAF Sequeira (BID ID -51439)
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