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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.3 LAccepted-AOC | ₹11.3 L | L1 | Accepted-AOC L1Bidder |
| 2 | L2₹11.3 LRejected-Finance COLVALE BARDEZ GOA | NORTH GOA | GOA | 403109 | ₹11.3 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SANTOSH M MALIK L1 | bhavita gadekar L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All Kinds of soil | 63 | Cum | 215 ₹15,983.10 | 215 ₹15,983.10 |
| 2.00 | Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water | 696 | Cum | 575 ₹4.7 L | 575 ₹4.7 L |
| 3.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 6 | Cum | 1,700 ₹12,036 | 1,700 ₹12,036 |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 105 | Sq.m | 400 ₹49,560 | 400 ₹49,560 |
| 5.00 | Centering & shuttering including Strutting, Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports | 16.56 | Sq.m | 500 ₹9,770.40 | 500 ₹9,770.40 |
| 6.00 | 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 | 44.25 | Cum | 5,300 ₹2.8 L | 5,300 ₹2.8 L |
| 7.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level | 2.37 | Cum | 7,499.99 ₹20,974.47 | 7,499.99 ₹20,974.47 |
| 8.00 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 153.6 | Kg | 100.35 ₹18,188.24 | 100.35 ₹18,188.24 |
| 9.00 | 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. : 75 mm dia | 6.6 | RM | 250.05 ₹1,947.39 | 250.05 ₹1,947.39 |
| 10.00 | Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. : In R.S. joists, channels, angles, tees | 18.31 | Qtl | 11,741 ₹2.5 L | 11,741 ₹2.5 L |
Tender Value
₹14.1 L
EMD Value
₹28,280
Closing Date
24 Feb 2026, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Construction of retaining wall behind Sarvesh Shirodkar house and Crossing near Pravesh Shirodkar, Prasana Naik and Surendra Adpaikar house at Gawali Moula in V.P. Curca-Bambolim and Talaulim in St. Andre Constituency.
2026_WRD_27807_1
6-9/WDI/WRD/ASW/2025-26/e-36/1
Open Tender
Miscellaneous Works
60 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹28,280
23 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : All Kinds of soil
Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out water
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.
Centering & shuttering including Strutting, Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports
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
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) c) In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level
Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.
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. : 75 mm dia
Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. : In R.S. joists, channels, angles, tees
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