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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹9.5 LSame as L1Rejected-Finance H NO 298 F COMBA SAO JOSE DE AREAL SALCETE GOA | SAO JOSE DE AREAL | SALCETE | GOA | L2 | Rejected-Finance second Lowest bidder | |
| 3 | L3₹12.5 L+₹2.9 L (30.6%)Rejected-Finance H NO 58 ARLEM RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | L3 | Rejected-Finance third Lowest bidder | |
| 4 | L4₹12.8 L+₹3.3 L (34.6%)Rejected-Finance | L4 | Rejected-Finance fourth Lowest bidder |
| Sl No | Description | Qty | Unit | Jaison K C L3 | 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, clay, silt, 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 appr. 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 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 lighting, guarding etc. with all leads and lifts etc as per specification and drawing and as directed by the Engineer in charge etc. complete. | 196 | Cum | 320 ₹62,720 | 290 ₹56,840 | 228.82 ₹44,848.72 | 214.5 ₹42,042 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 15 | Cum | 2,700 ₹40,500 | 2,300 ₹34,500 | 1,770.21 ₹26,553.15 Lowest | 2,302.05 ₹34,530.75 |
| 3.10 | Centering and shuttering including struttings, propping and removal of forms for:
Foundations, footings, bases for columns | 54 | Sqm | 490 ₹26,460 | 490 ₹26,460 | 325.55 ₹17,579.7 Lowest | 470 ₹25,380 |
| 3.20 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 137 | Sqm | 550 ₹75,350 | 560 ₹76,720 | 383.15 ₹52,491.55 Lowest | 556 ₹76,172 |
| 4.10 | 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 | 45 | Cum | 7,100 ₹3,19,500 | 7,300 ₹3,28,500 | 5,448.07 ₹2,45,163.15 | 5,107.5 ₹2,29,837.5 Lowest |
| 4.20 | In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 69 | Cum | 7,900 ₹5,45,100 | 7,500 ₹5,17,500 | 5,943.16 ₹4,10,078.04 | 5,571.75 ₹3,84,450.75 Lowest |
| 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
110mm Dia | 41 | RM | 450 ₹18,450 | 380 ₹15,580 | 290.06 ₹11,892.46 Lowest | 394.97 ₹16,193.77 |
Tender Value
₹11.9 L
EMD Value
₹23,860
Closing Date
18 Jun 2024, 5:00 pmClosed
EEII, WRD
Aquem Baixo, Rawanfond
Flood protection measures and stabilization of nallah in Sy. No. 75/1-A in Goenchembhatt of Salcete Taluka. (2nd Call)
2024_WRD_15885_1
WDII/TECH/F17/2e/2024-25/SN1
Open Tender
Miscellaneous Works
Item Rate
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹23,860
13 Aug 2025
12 Jun 2024
19 Jun 2024
12 Jun 2024
18 Jun 2024
12 Jun 2024
Amount
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay, silt, 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 appr. 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 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 lighting, guarding etc. with all leads and lifts etc as per specification and 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 and removal of forms for: Foundations, footings, bases for columns
vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
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
In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five 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 110mm Dia
minguel gomes
DIAS SONS DEVELOPERS
Jaison K C
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