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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-Finance | ₹29.3 L | L1 | Accepted-Finance 20 PERCENT BELOW |
| 2 | L1₹29.3 LRejected-Finance H NO 517 2EE NEAR CHAPEL QUEPEM GOA | SOUTH GOA | GOA | 403103 | ₹29.3 L | L1 | Rejected-Finance 20 PERCENT BELOW |
| 3 | L1₹29.3 LRejected-Finance | ₹29.3 L | L1 | Rejected-Finance 20 PERCENT BELOW |
| Sl No | Description | Qty | Unit | Thekkil Infra Developers L1 | NETRA ENTERPRISES L1 | DELTA CONSTRUCTIONS 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, 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 condition 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. | 395.2 | Cum | 250 ₹1.2 L | 354.94 ₹1.7 L | 228.8 ₹1.1 L |
| 2.00 | Rubble packing with hard laterite stones under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 62.4 | Cum | 1,660.91 ₹1.2 L | 2,390.4 ₹1.8 L | 1,768.87 ₹1.3 L |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete. | 185.92 | Sqm | 359.53 ₹78,875.71 | 507.12 ₹1.1 L | 325.58 ₹71,427.56 |
| 3.20 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 545.9 | Sqm | 380 ₹2.4 L | 359.5 ₹2.3 L | 383.3 ₹2.5 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. | 127.4 | Cum | 6,213.92 ₹9.3 L | 5,475.02 ₹8.2 L | 5,833.3 ₹8.8 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 | 208 | Cum | 5,600.55 ₹13.7 L | 5,572.06 ₹13.7 L | 5,943.17 ₹14.6 L |
| 6.00 | Providing and fixing weep holes 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. | 119 | RM | 430 ₹60,380.60 | 403.28 ₹56,628.58 | 290.32 ₹40,766.73 |
Tender Value
₹36.6 L
EMD Value
₹73,300
Closing Date
1 Mar 2025, 5:00 pmClosed
EE II
Aquem Baixo Rawanfond
Construction of protection wall on both sides of nallah from Aman Avenue to Revankar Building in Chalta No. 216, 214, 8, 21, 205 A, of P.T. Sheet No. 172 at Baina in Vasco Constituency
2025_WRD_20153_1
WDII/TECH/F17/53e/2024-25/SN1
Open Tender
Miscellaneous Works
120 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹73,300
5 Feb 2026
18 Feb 2025
3 Mar 2025
18 Feb 2025
1 Mar 2025
18 Feb 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, 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 condition 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 stones 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 weep holes 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.
NETRA ENTERPRISES (BID ID -44602)
Thekkil Infra Developers (BID ID -44533)
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