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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-Finance | L1 | Accepted-Finance as per L1 | |
| 2 | L2₹6.7 L+₹73,875.19 (12.5%)Rejected-Finance | L2 | Rejected-Finance as per L1 |
| Sl No | Description | Qty | Unit | BHANUDAS PARYEKAR L1 | abdul latheef L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorumS of all varities shingles, pebble all type of conglomerates, all types of laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted including of chiselling, wedging etc. but blasting prohibited in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing in removal of stumps and other deterious materials, dressing of side and bottomS and disposing of the remaining excavated soil/rock as directed by Engineer-in-charge for the intial lead of 50m and all lifts etc, complete. | 228 | Cum | 293.52 ₹66,922.56 | 280 ₹63,840 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 14.4 | cum | 1,767.99 ₹25,459.06 Lowest | 1,800 ₹25,920 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formworks for:
i) Foundations, footings, bases for columns and mass concrete. | 81.8 | sqm | 325.53 ₹26,628.35 | 320 ₹26,176 Lowest |
| 4.00 | Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in:
All Works upto plinth level | 36 | cum | 5,448.99 ₹1,96,163.64 | 5,400 ₹1,94,400 Lowest |
| 5.00 | Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 Cement : 4 Coarse sand) in foundation and basement. | 57.6 | cum | 4,148.92 ₹2,38,977.79 Lowest | 5,430 ₹3,12,768 |
| 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 retaining structure complete as directed by the Engineer incharge.
a) 110 mm dia | 22 | Rm | 290.36 ₹6,387.92 | 250 ₹5,500 Lowest |
| 7.00 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 136 | Sqm | 178.45 ₹24,269.2 Lowest | 220 ₹29,920 |
| 8.00 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus erath as directed by the Engineer incharge. | 36.8 | cum | 195.66 ₹7,200.29 Lowest | 200 ₹7,360 |
Tender Value
₹8.7 L
EMD Value
₹17,464
Closing Date
5 Jun 2025, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement to the waterways by construction of protection wall to the eroded bank of nallah at Hindlewada in Naroa Village of Bicholim Taluka.
2025_WRD_22800_1
WRD/WDVI/PB/F.30/TN e 10/2025-26/ 130 Line 14 Dated 15/05/2025
Open Tender
Civil Works - Water Works
Item Rate
35 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹17,464
7 Aug 2025
19 May 2025
6 Jun 2025
19 May 2025
5 Jun 2025
19 May 2025
Amount
Earthwork in excavation by mechanical means in all type of strata comprising any of the materials such as soil, silt, sand, clay gravel, moorumS of all varities shingles, pebble all type of conglomerates, all types of laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered rock and all such other materials, as described under appendix to those specifications either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted including of chiselling, wedging etc. but blasting prohibited in all conditions such as dry moist, saturated submerged, foul conditions etc. including pumping or bailing out water, including setting out construction of shoring and bracing in removal of stumps and other deterious materials, dressing of side and bottomS and disposing of the remaining excavated soil/rock as directed by Engineer-in-charge for the intial lead of 50m and all lifts etc, 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 formworks for: i) Foundations, footings, bases for columns and mass concrete.
Providing & Laying cement concrete 1:2:4 (1 Cement: 2 Coarse Sand: 4 Graded Granitic or Basiltic Stone aggrt. 20mm nominal size) excluding cost of centering , shuttering and finishing in: All Works upto plinth level
Laterite masonary in neatly dressed stones of size as specified in cement mortar 1:4 (1 Cement : 4 Coarse sand) in foundation and basement.
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 retaining structure complete as directed by the Engineer incharge. a) 110 mm dia
12mm cement plaster 1:4 (1 cement : 4 fine sand)
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus erath as directed by the Engineer incharge.
abdul latheef (BID ID -49118)
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