Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 CrAdmitted-Finance BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | ₹11.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹11.6 Cr+₹32.9 L (2.93%)Admitted-Finance AMEYA PLOT NO 8 KURTARKAR NAGARI SHANTINAGAR PONDA | NORTH GOA | GOA | 403001 | ₹11.6 Cr+₹32.9 L (2.93%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BAGKIYA CONSTRUCTIONS PVT LTD L1 | SHIVAM INFRATECH L2 |
|---|---|---|---|---|---|
| 1.00 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 30 cm and upto 60 cm grith | 30 | Each | 400 ₹12,000 Lowest | 600 ₹18,000 |
| 2.00 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 60 cm and upto 120 cm grith | 30 | Each | 1,000 ₹30,000 Lowest | 1,400 ₹42,000 |
| 3.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas for all leads & lifts in all types of strata comprising of any type of materials either in full or part as the case may be adopting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statuatory approvals, as directed by engineer for 50m lead and all lifts etc complete. | 3,144 | Cu.m. | 700 ₹22,00,800 Lowest | 725 ₹22,79,400 |
| 4.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site indentified by the contractor and obtaining all statuatary approvals, as directed by engineer for 50m lead and all lifts etc complete. | 957 | Cu.m. | 400 ₹3,82,800 Lowest | 400 ₹3,82,800 Lowest |
| 5.00 | Refilling the pipeline/foundation trenches, plinth sides, foundation, etc.with available excavated earth in layers not exceeding 20cm in depth consolidating each layer by ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed. | 4,101 | Cu.m. | 300 ₹12,30,300 Lowest | 300 ₹12,30,300 Lowest |
| 6.00 | Supplying and filling in plinth under floors, trenches including watering, ramming, consolidating and dressing complete with moorum | 432 | Cu.m. | 750 ₹3,24,000 Lowest | 800 ₹3,45,600 |
| 7.00 | Supplying and filling approved earth / hard soil obtained from contractor's identified source inclusive of obtaining all requisites statuatory approvals & observing all the security measures, with all lead and lifts, transporting to site, spreading, grading the earth/hard soil in layers not exceeding 250 mm loose layers, breaking clods & compacting including watering each layer to bring it upto to optimum moisture content to attain dry field density not less than 95% of maximum dry density (Procter Test). (Refer detailed specifications enclosed. The cost of the tests, determination of settlement of natural ground by approved method and cost towards obtaining statutory approvals for cutting/borrowing the earth shall be borne by the contractor) | 5,468 | Cu.m. | 1,200 ₹65,61,600 Lowest | 1,400 ₹76,55,200 |
| 8.00 | Disposal of surplus earth & debris upto all leads including loading, unloading and stacking, The site should be identified by the contractor and obtain all statuatory approval. | 208 | Cu.m. | 500 ₹1,04,000 Lowest | 550 ₹1,14,400 |
| 9.00 | Providing & Constructing Half brick masonry using fly ash bricks in cement mortar 1:3 (1 cement: 3 coarse sand) with bricks of class designation 40 kgs / cm2. above plinth upto floor V level 200x95x95 / 230x110x80 | 279 | Sq.m. | 1,200 ₹3,34,800 | 1,100 ₹3,06,900 Lowest |
| 10.00 | Providing & laying rubble packing with hard laterite stone under floors including watering ramming and consolidating etc.in pipeline trenches and other foundations complete. | 1,047 | Cu.m. | 2,000 ₹20,94,000 Lowest | 2,650 ₹27,74,550 |
Tender Value
₹9.5 Cr
EMD Value
₹19.0 L
Closing Date
10 Apr 2026, 5:00 pmClosed
Member Secretary
GSUDA
Construction of commercial building and Multipurpose Hall including including Monday Market in the property bearing Sy. No. 25/36 of Cassabe-de-Sanquelim Village of Bicholim Taluka.
2026_GSUDA_28289_1
43/3/GSUDA/31/2025-26/2435
Open Tender
Civil Works
Item Rate
Sankhali
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹19.0 L
22 Apr 2026
18 Mar 2026
11 Apr 2026
18 Mar 2026
10 Apr 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 30 cm and upto 60 cm grith | - | Each | 498 | - |
| 2 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : Beyond 60 cm and upto 120 cm grith | - | Each | 1,153 | - |
| 3 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas for all leads & lifts in all types of strata comprising of any type of materials either in full or part as the case may be adopting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site identified by the contractor and obtaining all statuatory approvals, as directed by engineer for 50m lead and all lifts etc complete. | - | Cu.m. | 604 | - |
| 4 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation/pipeline trenches drains for all leads & lifts in all types of strata comprising of any type of material either in full or part as the case may be adapting any method/methods as may be convenient as permitted (excluding blasting) in all conditions such as dry, moist, foul, saturated, submerged etc. including dressing of sides, planking and strutting, timbering, ramming of bottom, pumping and bailing out water, barricading, danger lighting, guarding and carting away excess excavated earth at the site indentified by the contractor and obtaining all statuatary approvals, as directed by engineer for 50m lead and all lifts etc complete. | - | Cu.m. | 326 | - |
| 5 | Refilling the pipeline/foundation trenches, plinth sides, foundation, etc.with available excavated earth in layers not exceeding 20cm in depth consolidating each layer by ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed. | - | Cu.m. | 245 | - |
| 6 | Supplying and filling in plinth under floors, trenches including watering, ramming, consolidating and dressing complete with moorum | - | Cu.m. | 662 | - |
| 7 | Supplying and filling approved earth / hard soil obtained from contractor's identified source inclusive of obtaining all requisites statuatory approvals & observing all the security measures, with all lead and lifts, transporting to site, spreading, grading the earth/hard soil in layers not exceeding 250 mm loose layers, breaking clods & compacting including watering each layer to bring it upto to optimum moisture content to attain dry field density not less than 95% of maximum dry density (Procter Test). (Refer detailed specifications enclosed. The cost of the tests, determination of settlement of natural ground by approved method and cost towards obtaining statutory approvals for cutting/borrowing the earth shall be borne by the contractor) | - | Cu.m. | 1,123 | - |
| 8 | Disposal of surplus earth & debris upto all leads including loading, unloading and stacking, The site should be identified by the contractor and obtain all statuatory approval. | - | Cu.m. | 461 | - |
| 9 | Providing & Constructing Half brick masonry using fly ash bricks in cement mortar 1:3 (1 cement: 3 coarse sand) with bricks of class designation 40 kgs / cm2. above plinth upto floor V level 200x95x95 / 230x110x80 | - | Sq.m. | 912 | - |
| 10 | Providing & laying rubble packing with hard laterite stone under floors including watering ramming and consolidating etc.in pipeline trenches and other foundations complete. | - | Cu.m. | 2,211 | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.39 MB
Tendernotice_2.pdf
PDF • 12.42 MB
BOQ_28730.xls
BOQ • 0.60 MB
SankhaliDrawings.pdf
PDF • 12.41 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .