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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | ₹47.2 L | L1 | Accepted-Finance 20 PERCENT BELOW |
| 2 | L1₹47.2 LRejected-Finance GOA | SOUTH GOA | GOA | 403802 | ₹47.2 L | L1 | Rejected-Finance 20 PERCENT BELOW |
| 3 | L2₹61.9 LRejected-Finance | ₹61.9 L | L2 | Rejected-Finance 4.86 PERCENT ABOVE |
| 4 | L3₹61.9 LRejected-Finance | ₹61.9 L | L3 | Rejected-Finance 4.86 PERCENT ABOVE |
| Sl No | Description | Qty | Unit | K Y VARGHESE BABY L1 | M/S Aguiar Constructions L1 | SHRI SHRIKANT N MAVLANKAR L3 | NETRA ENTERPRISES 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. | 691 | Cum | 337.12 ₹2.7 L | 228.8 ₹1.9 L | 300 ₹2.4 L | 300 ₹2.4 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 80 | Cum | 2,750.58 ₹2.6 L | 1,768.71 ₹1.7 L | 2,300 ₹2.2 L | 2,300 ₹2.2 L |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete. | 227 | Sqm | 500.1 ₹1.3 L | 325.6 ₹87,215.22 | 425 ₹1.1 L | 410 ₹1.1 L |
| 3.20 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 755 | Sqm | 362 ₹3.2 L | 383.2 ₹3.4 L | 500 ₹4.5 L | 500 ₹4.5 L |
| 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. | 190 | Cum | 5,489.73 ₹12.3 L | 6,000 ₹13.5 L | 7,650 ₹17.2 L | 7,650 ₹17.2 L |
| 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. | 367.5 | Cum | 5,571.77 ₹24.2 L | 5,855 ₹25.4 L | 7,800 ₹33.8 L | 7,800 ₹33.8 L |
| 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. | 161 | RM | 444.69 ₹84,482.21 | 295.41 ₹56,121.99 | 375 ₹71,242.50 | 375 ₹71,242.50 |
Tender Value
₹59.0 L
EMD Value
₹1.2 L
Closing Date
7 Dec 2024, 5:00 pmClosed
EEII, WRD
Aquem Baixo, Rawanfond
Construction of protection wall on one side of the nallah from Junta Quarters/St. Sebastian Chapel to culvert crossing the road at Bhutebhat in Vasco Constituency.
2024_WRD_18575_1
WDII/TECH/F17/25e/2024-25/SN2
Open Tender
Miscellaneous Works
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹1.2 L
9 Dec 2025
21 Nov 2024
9 Dec 2024
21 Nov 2024
7 Dec 2024
21 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.
M/S Aguiar Constructions (BID ID -41175)
NETRA ENTERPRISES (BID ID -41155)
SHRI SHRIKANT N MAVLANKAR (BID ID -41154)
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