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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC H NO 17 A NONDEM NETRAVALI SANGUEM GOA | SANGUEM | SOUTH GOA | GOA | ₹29.8 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹30.4 L+₹58,217.89 (1.95%)Rejected-Finance | ₹30.4 L+₹58,217.89 (1.95%) | L2 | Rejected-Finance L2, Second Lowest Rejected |
| 3 | L3₹31.1 L+₹1.3 L (4.28%)Rejected-Finance | ₹31.1 L+₹1.3 L (4.28%) | L3 | Rejected-Finance L3, Third Lowest Rejected |
| Sl No | Description | Qty | Unit | DAMODAR CONSTRUCTIONS L3 | M/S JYOTI CONSTRUCTIONS L2 | Abhijit S Dessai L1 |
|---|---|---|---|---|---|---|
| 1.10 | 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 50m.
All kinds of soil | 81 | Cum | 350 ₹33,453 | 301.18 ₹28,786.78 | 290 ₹27,718.2 Lowest |
| 1.20 | 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 50m
All types of Ordinary rock including all types of laterite rock, blasting prohibited | 81 | Cum | 750 ₹71,685 | 695.52 ₹66,477.8 | 500 ₹47,790 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 33 | Cum | 2,300 ₹89,562 | 2,288.38 ₹89,109.52 | 2,000 ₹77,880 Lowest |
| 3.10 | Centering and shuttering including struttings, propping etc. and removal of formwork for Foundations, footings, bases for columns and mass concrete. | 32 | Sqm | 425 ₹16,048 | 421.24 ₹15,906.02 | 400 ₹15,104 Lowest |
| 3.20 | Centering and shuttering including struttings, propping etc. and removal of formwork for vertical surfaces such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 78 | Sqm | 500 ₹46,020 | 495.76 ₹45,629.75 | 400 ₹36,816 Lowest |
| 4.10 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level | 47 | Cum | 7,600 ₹4,21,496 | 7,550 ₹4,18,723 | 6,500 ₹3,60,490 Lowest |
| 4.20 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing inIn 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. | 29 | Cum | 7,970 ₹2,72,733.4 | 7,900 ₹2,70,338 | 7,500 ₹2,56,650 Lowest |
| 5.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retainig structure complete as directed by the Engineer in charge110 mm dia | 21 | Rm | 380 ₹9,416.4 | 376 ₹9,317.28 | 363 ₹8,995.14 Lowest |
| 6.00 | Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in charge. | 8 | Cum | 2,698 ₹25,469.12 | 2,687 ₹25,365.28 | 1,500 ₹14,160 Lowest |
| 7.00 | 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. | 19 | Cum | 260 ₹5,829.2 | 253 ₹5,672.26 | 200 ₹4,484 Lowest |
Tender Value
₹29.1 L
EMD Value
₹58,240
Closing Date
7 May 2026, 5:00 pmClosed
EE Project Cell
Directorate of Tribal Welfare 5th Floor Shrama Shakti Bhavan, Patto, Panaji-Goa
Construction of Traditional Maand with open Shed in Survey No. 79/1 and 80/1 at Badsarem in V.P. Gaondongri in Canacona Constituency
2026_DTW_28946_1
GDTW/PC/F08/2026-27/08/SN1
Open Tender
Miscellaneous Works
Item Rate
90 days
Directorate of Tribal Welfare 5th Floor Shrama Sha
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹58,240
18 Sept 2026
27 Apr 2026
8 May 2026
27 Apr 2026
7 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | 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 50m.
All kinds of soil | 81 | Cum | - | - |
| 1.2 | 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 50m
All types of Ordinary rock including all types of laterite rock, blasting prohibited | 81 | Cum | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 33 | Cum | - | - |
| 3.1 | Centering and shuttering including struttings, propping etc. and removal of formwork for Foundations, footings, bases for columns and mass concrete. | 32 | Sqm | - | - |
| 3.2 | Centering and shuttering including struttings, propping etc. and removal of formwork for vertical surfaces such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 78 | Sqm | - | - |
| 4.1 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:All works upto plinth level | 47 | Cum | - | - |
| 4.2 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing inIn 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. | 29 | Cum | - | - |
| 5 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall, wing wall and earth retainig structure complete as directed by the Engineer in charge110 mm dia | 21 | Rm | - | - |
| 6 | Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in charge. | 8 | Cum | - | - |
| 7 | 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. | 19 | Cum | - | - |
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