Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.5 CrAccepted-AOC HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹3.5 Cr | 1 | Accepted-AOC work order |
| 2 | 2₹3.7 Cr+₹18.7 L (5.40%)Rejected-Finance ASSOLNA SOUTH GOA | SOUTH GOA | GOA | 403802 | ₹3.7 Cr+₹18.7 L (5.40%) | 2 | Rejected-Finance SECOND LOWEST |
| Sl No | Description | Qty | Unit | Allabaksh Mulla L2 | I B CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00CIVIL WORKS | |||||
| 1.01 | 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 : | 1,551 | Cu.m | 290 ₹4,49,790 | 250 ₹3,87,750 Lowest |
| 1.02 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | 531 | Cu.m | 735 ₹3,90,285 | 695 ₹3,69,045 Lowest |
| 1.03 | 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. | 795 | Cu.m | 295 ₹2,34,525 | 255 ₹2,02,725 Lowest |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 855 | Cu.m | 2,290 ₹19,57,950 | 2,219 ₹18,97,245 Lowest |
| 1.05 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 186 | Cu.m | 6,110 ₹11,36,460 | 6,084 ₹11,31,624 Lowest |
| 1.06 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 230 | Cu.m | 7,065 ₹16,24,950 | 7,015 ₹16,13,450 Lowest |
| 1.07 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 43 | Cu.m | 9,765 ₹4,19,895 | 9,716 ₹4,17,788 Lowest |
| 1.08 | Half brick masonry usign 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 200 x 95 x 95 | 33 | Sq.m | 1,020 ₹33,660 | 890 ₹29,370 Lowest |
| 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: All works upto plinth level | 288 | Cu.m | 6,890 ₹19,84,320 | 6,820 ₹19,64,160 Lowest |
Tender Value
Refer Docs
EMD Value
₹6.6 L
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer
4th Floor Paryatan Bhavan
Development and Beautification of various Touristic Important places in and around Nerul Village Saligao Constituency Bardez Goa
2026_GTDCL_29575_1
GTDC/PC/EE(N)/2026-27/e-24
Open Tender
Civil Works
Item Rate
180 days
Paryatan Bhavan
Please refer Tender documents.
6 documents required · 6 mandatory
₹15,000
₹6.6 L
7 Aug 2026
4 Jun 2026
20 Jun 2026
4 Jun 2026
19 Jun 2026
4 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | 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 : | 1,551 | Cu.m | - | - | 18% |
| 1.02 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | 531 | Cu.m | - | - | 18% |
| 1.03 | 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. | 795 | Cu.m | - | - | 18% |
| 1.04 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 855 | Cu.m | - | - | 18% |
| 1.05 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 186 | Cu.m | - | - | 18% |
| 1.06 | Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 230 | Cu.m | - | - | 18% |
| 1.07 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 43 | Cu.m | - | - | 18% |
| 1.08 | Half brick masonry usign 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 200 x 95 x 95 | 33 | Sq.m | - | - | 18% |
| 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: All works upto plinth level | 288 | Cu.m | - | - | 18% |
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
aoc.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 • 0.39 MB
Tendernotice_2.pdf
PDF • 0.63 MB
Tendernotice_3.pdf
PDF • 0.42 MB
Tendernotice_4.pdf
PDF • 1.41 MB
Tendernotice_5.pdf
PDF • 0.96 MB
BOQ_30002.xls
BOQ • 0.38 MB
corrigendum2.pdf
PDF • 0.27 MB
datecorri22062026.pdf
PDF • 0.11 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 .