Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-Finance | ₹1.3 Cr | 1 | Accepted-Finance lowest |
| 2 | 2₹1.4 CrRejected-Finance HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹1.4 Cr | 2 | Rejected-Finance highest |
| 3 | Rejected-Technical | - | - | Rejected-Technical not eligible |
| 4 | Rejected-Technical | - | - | Rejected-Technical not eligible |
| Sl No | Description | Qty | Unit | I B CONSTRUCTIONS L2 | M/s IJM Construction L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 2 | 100 Sqm | 498 ₹996 | 400 ₹800 |
| 1.02 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in a) All kinds of soil | 320 | Cu.m | 287 ₹91,840 | 250 ₹80,000 |
| 1.03 | Earthwork in excavation in trenches for all leads & lifts in all type 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 & strutting, timbering ,ramming of bottom ,pumping and bailing out water ,barricading danger lighting guarding, getting out excavated soil & stacking as directed by Engineer for all leads & lifts etc. complete | 107 | Cu.m | 341 ₹36,487 | 300 ₹32,100 |
| 1.04 | 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 . | 73 | Cu.m | 255 ₹18,615 | 200 ₹14,600 |
| 1.05 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 176 | Cu.m | 2,237 ₹3.9 L | 1,800 ₹3.2 L |
| 1.06 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level | 34 | Cu.m | 6,356 ₹2.2 L | 5,800 ₹2.0 L |
| 1.07 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 57 | Cu.m | 7,285 ₹4.2 L | 6,500 ₹3.7 L |
| 1.08 | 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:All works upto plinth level | 100 | Cu.m | 6,830 ₹6.8 L | 6,400 ₹6.4 L |
| 1.09 | 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 b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 18.4 | Cu.m | 7,449 ₹1.4 L | 7,200 ₹1.3 L |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
2 May 2026, 3:00 pmClosed
Executive Engineer
4th Floor Paryatan Bhavan
Beautification and Illumination of Shree Devi Jagbai Prassann Mandir and Shree Krishna Panch Pandav Temple at Ucassaim Aldona Constituency Bardez Goa
2026_GTDCL_28791_1
GTDC/PC/EE(N)/2026-27/e-12
Open Tender
Civil Works
180 days
Paryatan Bhavan
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
₹2.6 L
1 Jun 2026
20 Apr 2026
4 May 2026
20 Apr 2026
2 May 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
CIVIL WORKS | - | - | - | - | |
Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | - | 100 Sqm | - | - | |
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in a) All kinds of soil | - | Cu.m | - | - | |
Earthwork in excavation in trenches for all leads & lifts in all type 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 & strutting, timbering ,ramming of bottom ,pumping and bailing out water ,barricading danger lighting guarding, getting out excavated soil & stacking as directed by Engineer for all leads & lifts etc. complete | - | Cu.m | - | - | |
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 . | - | Cu.m | - | - | |
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | Cu.m | - | - | |
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level | - | Cu.m | - | - | |
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 5 (1 cement : 5 coarse sand) in foundation upto plinth level for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | - | Cu.m | - | - | |
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:All works upto plinth level | - | Cu.m | - | - | |
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 b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | - | Cu.m | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.40 MB
Tendernotice_2.pdf
PDF • 0.63 MB
Tendernotice_3.pdf
PDF • 0.61 MB
Tendernotice_4.pdf
PDF • 0.42 MB
Tendernotice_5.pdf
PDF • 1.55 MB
Tendernotice_6.pdf
PDF • 0.41 MB
BOQ_29230.xls
BOQ • 0.33 MB
Download all tender documents and submit your bid