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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹15.0 L+₹29,754.16 (2.02%)Rejected-Finance H NO C 191 39 1 NEAR ID HOSPITAL TISK PONDA GOA | PONDA | GOA | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Sandeep P. Ghadi Amonkar L2 | P K THOMAS & SON L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt, sand, clay gravels moorum of all variation shingles pebbles all types of conglomerate laterite rock, soft rock, ordinary rock , integrated rock, fissured, shattered decomposed rock all such other materials as described under appendix to those specification with or in full or in part as the case may be convenient of blasting prohibited desilting wedging etc. in all condition etc ,in foundation as directed by the engineer-in-charge etc, all complete in earthwork in excavation over areas including lift upto 1.50m getting out the surplus soil and disposal of it within a lead of 50m including providing barricading, danger lighting guarding as directed by departmental officer. | 660.89 | M3 | 387.5 ₹2,56,094.88 | 380 ₹2,51,138.2 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 2 | cu.m | 2,232.82 ₹4,465.64 | 2,189 ₹4,378 Lowest |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : a)Foundations, footings, bases for columns and mass concrete. | 34.9 | cu.m | 411 ₹14,343.9 | 403 ₹14,064.7 Lowest |
| 4.00 | Providing & laying cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level | 1.5 | cu.m | 6,878.02 ₹10,317.03 | 6,741.98 ₹10,112.97 Lowest |
| 5.00 | Reinforced cement concrete work in well staining excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic aggregate 20mm nominal size. | 9.25 | M3 | 7,141 ₹66,054.25 | 7,000 ₹64,750 Lowest |
| 6.00 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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. | 495 | Kg | 88 ₹43,560 | 86 ₹42,570 Lowest |
| 7.00 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement including flat semi-circular or segmental arch works for well .including all leads, lifts and transport etc. complete. | 135.28 | M3 | 6,039 ₹8,16,955.92 | 5,919.42 ₹8,00,779.14 Lowest |
| 8.00 | 12mm cement plaster 1:3 (1 cement :3 coarse sand) for circular work. | 91 | M2 | 239.52 ₹21,796.32 | 235 ₹21,385 Lowest |
| 9.00 | 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 earth as directed by Engineer in Charge. | 161.09 | M3 | 247 ₹39,789.23 | 242 ₹38,983.78 Lowest |
Tender Value
₹14.9 L
EMD Value
₹29,755
Closing Date
8 Apr 2025, 4:00 pmClosed
EE XI, WRD
Ravonfond, Navelim
Construction of 3 Nos.of irrigation wells at various location in Village Panchayat Cotigao in Canacona Taluka
2025_WRD_20685_1
WDXI/PB/F.24/2024-25/1708/Sr1
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹29,755
25 Aug 2025
19 Mar 2025
10 Apr 2025
19 Mar 2025
8 Apr 2025
19 Mar 2025
Amount
Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt, sand, clay gravels moorum of all variation shingles pebbles all types of conglomerate laterite rock, soft rock, ordinary rock , integrated rock, fissured, shattered decomposed rock all such other materials as described under appendix to those specification with or in full or in part as the case may be convenient of blasting prohibited desilting wedging etc. in all condition etc ,in foundation as directed by the engineer-in-charge etc, all complete in earthwork in excavation over areas including lift upto 1.50m getting out the surplus soil and disposal of it within a lead of 50m including providing barricading, danger lighting guarding as directed by departmental officer.
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 : a)Foundations, footings, bases for columns and mass concrete.
Providing & laying cement concrete 1:2:4 (1cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Reinforced cement concrete work in well staining excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic aggregate 20mm nominal size.
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work 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.
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement including flat semi-circular or segmental arch works for well .including all leads, lifts and transport etc. complete.
12mm cement plaster 1:3 (1 cement :3 coarse sand) for circular work.
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 earth as directed by Engineer in Charge.
Sandeep P. Ghadi Amonkar (BID ID -46311)
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