Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.8 LAccepted-AOC H NO 298 F COMBA SAO JOSE DE AREAL SALCETE GOA | SAO JOSE DE AREAL | SALCETE | GOA | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L1₹33.8 LRejected-Finance H NO 140 B DOUGRIM CAMURLIM LOUTLIM MARGAO GOA | SOUTH GOA | GOA | 403103 | L1 | Rejected-Finance as per recomendation | |
| 3 | L2₹39.5 L+₹5.7 L (16.7%)Rejected-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | L2 | Rejected-Finance second lowest |
| Sl No | Description | Qty | Unit | minguel gomes L1 | E R KHALEEL L1 | K Y VARGHESE BABY L2 |
|---|---|---|---|---|---|---|
| 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, disintegrated or weathered rock and 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. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposal of surplus excavated soil, rock as per specification and drawing and as directed by the Engineer in Charge etc. for all lead and all lifts etc. as specified & directed etc. all complete. | 456 | Cum | 228.81 ₹1,23,118.08 Lowest | 230 ₹1,23,758.4 | 265 ₹1,42,591.2 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 72 | Cum | 1,768.65 ₹1,50,264.5 Lowest | 2,200.95 ₹1,86,992.71 | 2,050 ₹1,74,168 |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete. | 213.92 | Sqm | 325.62 ₹82,194.82 Lowest | 416.97 ₹1,05,253.9 | 380 ₹95,921.73 |
| 3.20 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 628.9 | Sqm | 383.2 ₹2,84,373.49 Lowest | 515 ₹3,82,182.53 | 450 ₹3,33,945.9 |
| 4.00 | 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. | 147 | Cum | 5,833.59 ₹10,11,894.52 | 5,469 ₹9,48,652.74 Lowest | 6,700 ₹11,62,182 |
| 5.00 | 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:
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. | 240 | Cum | 5,943.18 ₹16,83,108.58 | 5,571.75 ₹15,77,919.6 Lowest | 7,000 ₹19,82,400 |
| 6.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge.
110 mm dia. | 136.5 | RM | 290.47 ₹46,786.01 Lowest | 353.76 ₹56,980.12 | 350 ₹56,374.5 |
Tender Value
₹42.3 L
EMD Value
₹84,550
Closing Date
28 Nov 2024, 5:00 pmClosed
EE II
Aquem Baixo Rawanfond
Construction of protection wall on both sides of nallah from Holy Cross to Shehnaz Residency in Chalta No. 125, 220, 219, 217, 216, 270, 205 in P.T. Sheet No. 72 at Baina in Vasco Constituency.
2024_WRD_18214_1
WDII/TECH/F17/19e/2024-25/SN3
Open Tender
Miscellaneous Works
Item Rate
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹84,550
8 Sept 2025
6 Nov 2024
29 Nov 2024
6 Nov 2024
28 Nov 2024
6 Nov 2024
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, disintegrated or weathered rock and 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. in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposal of surplus excavated soil, rock as per specification and drawing and as directed by the Engineer in Charge etc. for all lead and all lifts etc. as specified & directed etc. all 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 : Foundations, footings, bases for columns and mass concrete.
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: 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.
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: 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 layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge. 110 mm dia.
E R KHALEEL (BID ID -40575)
K Y VARGHESE BABY (BID ID -40704)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .