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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC H NO 298 F COMBA SAO JOSE DE AREAL SALCETE GOA | SAO JOSE DE AREAL | SALCETE | GOA | ₹19.0 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹24.7 L+₹5.7 L (29.9%)Rejected-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | ₹24.7 L+₹5.7 L (29.9%) | L2 | Rejected-Finance 3.96 percent above |
| Sl No | Description | Qty | Unit | K Y VARGHESE BABY L2 | minguel gomes 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 inclusive of 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. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification and drawing and as directed by the Engineer in charge etc. complete. | 213.15 | Cum | 250 ₹53,287.5 | 228.8 ₹48,768.72 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 12.74 | Cum | 2,200 ₹28,028 | 1,762.96 ₹22,460.11 Lowest |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
a) Foundations, footings, bases for columns and mass concrete. | 75.88 | Sqm | 400 ₹30,352 | 330.91 ₹25,109.45 Lowest |
| 3.20 | b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 208.3 | Sqm | 500 ₹1,04,150 | 380.6 ₹79,278.98 Lowest |
| 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:
a) All works upto plinth level | 89.18 | Cum | 7,500 ₹6,68,850 | 5,454.65 ₹4,86,445.69 Lowest |
| 4.20 | b) 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. | 150.68 | Cum | 7,600 ₹11,45,168 | 5,940.57 ₹8,95,125.09 Lowest |
| 5.00 | Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of table 300-2 as per MORTH specification 305. | 84.53 | Cum | 600 ₹50,718 | 439.49 ₹37,150.09 Lowest |
| 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 retaining structure complete as directed by the Engineer in charge
a. 110mm Dia | 50.82 | RM | 200 ₹10,164 Lowest | 290.24 ₹14,750 |
Tender Value
Refer Docs
EMD Value
₹47,470
Closing Date
22 Jan 2024, 4:00 pmClosed
EE II, WRD
Aquem Baixo Rawanfond
Urgent construction of retaining wall to retain the filling section of Paroda Canal at Ch. 4.600 Kms.
2024_WRD_13198_1
WDII/TECH/F17/35e/2023-24/SN2
Open Tender
Miscellaneous Works
Item Rate
30 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹47,470
13 Aug 2025
2 Jan 2024
23 Jan 2024
2 Jan 2024
22 Jan 2024
2 Jan 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 inclusive of 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. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas 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 etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete.
b) 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: a) All works upto plinth level
b) 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.
Construction of embankment with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of table 300-2 as per MORTH specification 305.
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 retaining structure complete as directed by the Engineer in charge a. 110mm Dia
K Y VARGHESE BABY
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