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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.3 LAccepted-AOC | ₹74.3 L | L1 | Accepted-AOC Lowest Bidder admitted |
| 2 | L2₹74.3 L+₹3 (<0.01%)Rejected-Finance | ₹74.3 L+₹3 (<0.01%) | L2 | Rejected-Finance L2 REJECTED |
| Sl No | Description | Qty | Unit | GURAIR BUILDERS L1 | Shri C K Abdul Jaleel L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay , gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted, inclusive 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 strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with all leads and lifts etc. and as directed by Engineer-in-charge etc. all complete. | 284 | Cu.m. | 263 ₹74,692 Lowest | 263.01 ₹74,694.84 |
| 2.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for i) Foundations, footings, bases for columns and mass concrete. | 893.22 | Sq.m. | 373.05 ₹3,33,215.72 Lowest | 373.08 ₹3,33,242.52 |
| 3.00 | 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: a) All works upto plinth level | 374.44 | Cu.m. | 6,265.1 ₹23,45,935.37 | 6,265 ₹23,45,897.93 Lowest |
| 4.00 | Laterite boulder masonry in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate of 20 mm nominal size) in foundation and plinth as directed by Engineer incharge with all leads and lifts. | 297 | Cu.m. | 4,020 ₹11,93,940 | 4,019.9 ₹11,93,910.3 Lowest |
| 5.00 | Earthwork in Embankment with approved earth (Contractor earth)/ moorum including spreading the earth in layers not exceeding 250mm. in depth, breaking clods, watering, rolling each layer with half ton roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-Charge. | 3,750 | Cu.m. | 487.99 ₹18,29,962.5 Lowest | 488 ₹18,30,000 |
| 6.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 255 | Cu.m. | 2,034 ₹5,18,670 Lowest | 2,034.01 ₹5,18,672.55 |
Tender Value
₹92.9 L
EMD Value
₹1.9 L
Closing Date
10 Feb 2024, 4:00 pmClosed
EXECUTIVE ENGINEER-SCD
SOIL CONSERVATION DIVISION DIRECTORATE OF AGRICULTURE KRISHI BHAVAN TONCA CARANZALEM GOA.
REPAIR AND HEIGHTENING OF THE BUND VALADO DIVISORIO AT AZOSSIM IN TISWADI TALUKA.
2024_DAG_13906_1
SCD/D.Agri./23-24/e33/ 1102
Open Tender
Civil Works
Item Rate
180 days
Azossim Tiswadi Taluka.
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,000
₹1.9 L
13 Aug 2026
31 Jan 2024
12 Feb 2024
31 Jan 2024
10 Feb 2024
5 Feb 2024
Amount
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, clay , gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convinient or permitted, inclusive 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 strutting, removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with all leads and lifts etc. and as directed by Engineer-in-charge etc. all complete.
Centering and shuttering including struttings, propping etc. and removal of formwork 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 basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level
Laterite boulder masonry in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate of 20 mm nominal size) in foundation and plinth as directed by Engineer incharge with all leads and lifts.
Earthwork in Embankment with approved earth (Contractor earth)/ moorum including spreading the earth in layers not exceeding 250mm. in depth, breaking clods, watering, rolling each layer with half ton roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-Charge.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Shri C K Abdul Jaleel
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