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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-Finance | ₹2.1 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹2.1 CrRejected-Finance GOA | NORTH GOA | GOA | 403524 | ₹2.1 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹2.1 CrRejected-Finance GOA | SOUTH GOA | GOA | 403802 | ₹2.1 Cr | L3 | Rejected-Finance Rejected |
| 4 | L4₹2.2 CrRejected-Finance H NO 368 ZUAREM TUEM PERNEM GOA | ₹2.2 Cr | L4 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | D K BHOMKAR L2 | SAIBINI CONSTRUCTION L4 | Paresh G. Kamat & Associates L1 | M/s Aguiar Constructions L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,silt, sand, clay, gravel moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated, weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved 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, stutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. back filling the excavated earth to the extent required and disposing of the 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. | 2,633.2 | Cum | 400 ₹12.4 L | 250 ₹7.8 L | 200 ₹6.2 L | 280 ₹8.7 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 274.5 | Cum | 1,400 ₹4.5 L | 1,800 ₹5.8 L | 1,800 ₹5.8 L | 2,211 ₹7.2 L |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 3,411 | Sq.m | 600.03 ₹24.2 L | 480 ₹19.3 L | 300 ₹12.1 L | 400 ₹16.1 L |
| 4.00 | Providing & laying cement concrete 1: 1.5: 3 (1cement: 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 | 1,864.35 | Cum | 6,219.1 ₹1.4 Cr | 6,900 ₹1.5 Cr | 6,500 ₹1.4 Cr | 6,600 ₹1.5 Cr |
| 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: All works upto plinth level | 489.38 | Cum | 5,800 ₹33.5 L | 6,500 ₹37.5 L | 6,300 ₹36.4 L | 6,150 ₹35.5 L |
| 6.00 | 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 retainig structure complete as directed by the Engineer in charge : 110 mm dia | 496 | RM | 300.05 ₹1.8 L | 250 ₹1.5 L | 400 ₹2.3 L | 363 ₹2.1 L |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
16 Apr 2026, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Anti Sea Erosion wall opposite Sagun Kankonkar house at Nauxim in V.P. Curca-Bambolim-Talaulim in St. Andre Constituency
2026_WRD_28376_1
6-9/WDI/WRD/ASW/2025-26/e-41/1
Open Tender
Miscellaneous Works
300 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.7 L
4 Jun 2026
25 Mar 2026
17 Apr 2026
25 Mar 2026
16 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,silt, sand, clay, gravel moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated, weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved 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, stutting and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. back filling the excavated earth to the extent required and disposing of the 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. | |||||
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | |||||
| 4Providing & laying cement concrete 1: 1.5: 3 (1cement: 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 | |||||
| 5Providing & 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 | |||||
| 6Providing 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 retainig structure complete as directed by the Engineer in charge : 110 mm dia | |||||
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