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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹41.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹42.1 L+₹78,865.30 (1.91%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | 2 | Rejected-Finance L2 | |
| 3 | 3₹42.2 L+₹93,489.90 (2.26%)Rejected-Finance GOA | NORTH GOA | GOA | 403524 | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | Shri Sidharth R. Xette Bandekar L2 | D K BHOMKAR L3 | Paresh G. Kamat & Associates L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area including surface dressing of ground and removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m. | 1,088 | Sq.M. | 30 ₹32,640 Lowest | 31.62 ₹34,402.56 | 35 ₹38,080 |
| 2.00 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: a)Ordinary soil | 595.4 | Cu.M. | 60 ₹35,724 | 48.96 ₹29,150.78 Lowest | 75 ₹44,655 |
| 3.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches, drain in saturated soil, from the river over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan including disposal of excavated material upto lead of 10 Kms (at stacking site approved by Department) including disposed material to be leveled and stacked for measurement, providing barricading, danger lighting guarding, shoring, strutting and pumping/bailing out water as directed by Engineer in charge. | 564.24 | Cu.M. | 600 ₹3,38,544 | 1,025.1 ₹5,78,402.42 | 200 ₹1,12,848 Lowest |
| 4.00 | Clearing Sedimentation from the river by hydraulic excavator over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan including disposal of excavated material upto lead of 10 Kms (at stacking site approved by Department) including disposed material to be leveled and stacked for measurement including providing barricading, danger lighting guarding as directed by Engineer in charge. | 2,355 | Cu.M. | 60 ₹1,41,300 | 48.91 ₹1,15,183.05 Lowest | 180 ₹4,23,900 |
| 5.00 | Random rubble masonry of laterite stone not less than 20 cm laid dry in pitching rivetment etc. | 10.88 | Cu.M. | 3,000 ₹32,640 | 2,638.51 ₹28,706.99 | 1,500 ₹16,320 Lowest |
| 6.00 | Filling (manually / machine) with available sand up to height of 30 cms including compacting with compector and levelling as per the directions of Engineer in charge. | 532.12 | Cu.M. | 200 ₹1,06,424 | 197.01 ₹1,04,832.96 Lowest | 200 ₹1,06,424 |
| 7.00 | Construction of Gabion wall with available river pebble placed in position in the Gabion box of size 2.00 m x 1.00 m x 1.00 m (to form the shape as per design) made up of Galvanised Zink PVC coated (GALUM-1+PVC) hexagonal size mesh of 100 x 120 mm, having a wire dia. of 4 mm and bracing the box with G.I. wire of 3 mm thick at every 30 cm along its width as per the direction of Engineer in charge. | 1,046 | Cu.M. | 2,600 ₹27,19,600 | 2,428.72 ₹25,40,441.12 Lowest | 2,500 ₹26,15,000 |
| 8.00 | Providing and placing in position black Geotextile fabric of 2 mm thickness made from high quality staple fibre that are needle punched to form a dimentionally stable fibre network resulting in forming a geotextile filter febric of 500 GSM and complies with specifications of MORTH. | 859.5 | Sq.M. | 170 ₹1,46,115 | 163.1 ₹1,40,184.45 | 150 ₹1,28,925 Lowest |
| 9.00 | Refilling back side of Gabion wall with available silt /sediment cleared from apron and from river and filling with mechanical device like JCB / excavator and levelling manually as directed by Engineer In Charge. | 142.6 | Cu.M. | 100 ₹14,260 | 58.46 ₹8,336.4 Lowest | 100 ₹14,260 |
Tender Value
₹41.4 L
EMD Value
₹82,823
Closing Date
10 May 2025, 4:00 pmClosed
EEIX Mhadei cell Gogal Margao
EEIX Mhadei cell Gogal Margao
Protection and Restoration of eroded River bank with Gabion wall under Disaster Management in Survey No 82-5 at Aglote in Dharbandora Taluka
2025_WRD_21910_1
WRD/Mhadei Cell/F.37-1/01/25-26/Sr1
Open Tender
Miscellaneous Works
Item Rate
60 days
EE IXMhadei cell Gogal Margao
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹82,823
21 Jan 2026
15 Apr 2025
14 May 2025
15 Apr 2025
10 May 2025
15 Apr 2025
Amount
Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area including surface dressing of ground and removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m.
Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: a)Ordinary soil
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation trenches, drain in saturated soil, from the river over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan including disposal of excavated material upto lead of 10 Kms (at stacking site approved by Department) including disposed material to be leveled and stacked for measurement, providing barricading, danger lighting guarding, shoring, strutting and pumping/bailing out water as directed by Engineer in charge.
Clearing Sedimentation from the river by hydraulic excavator over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan including disposal of excavated material upto lead of 10 Kms (at stacking site approved by Department) including disposed material to be leveled and stacked for measurement including providing barricading, danger lighting guarding as directed by Engineer in charge.
Random rubble masonry of laterite stone not less than 20 cm laid dry in pitching rivetment etc.
Filling (manually / machine) with available sand up to height of 30 cms including compacting with compector and levelling as per the directions of Engineer in charge.
Construction of Gabion wall with available river pebble placed in position in the Gabion box of size 2.00 m x 1.00 m x 1.00 m (to form the shape as per design) made up of Galvanised Zink PVC coated (GALUM-1+PVC) hexagonal size mesh of 100 x 120 mm, having a wire dia. of 4 mm and bracing the box with G.I. wire of 3 mm thick at every 30 cm along its width as per the direction of Engineer in charge.
Providing and placing in position black Geotextile fabric of 2 mm thickness made from high quality staple fibre that are needle punched to form a dimentionally stable fibre network resulting in forming a geotextile filter febric of 500 GSM and complies with specifications of MORTH.
Refilling back side of Gabion wall with available silt /sediment cleared from apron and from river and filling with mechanical device like JCB / excavator and levelling manually as directed by Engineer In Charge.
Shri Sidharth R. Xette Bandekar (BID ID -48036)
D K BHOMKAR (BID ID -47873)
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