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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹74.9 LAdmitted-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | ₹74.9 L | Admitted-Finance |
| 2 | ₹74.9 LAdmitted-Finance | ₹74.9 L | Admitted-Finance |
| 3 | ₹74.9 LAdmitted-Finance | ₹74.9 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAMARTH CONSTRUCTIONS | Varad Construction | M/S SURAJ S KATKAR |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt, clay, gravel, moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock,ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered 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 convenient or permitted inclusive of chiseling, wedging etc but blasting prohibited in all conditions such as dry, moist, saturated, submerged foul conditions etc. including pumping or bailing out water including pumping or bailing out water dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding and back filling the excavated earth to the extent required and disposal of excavated stuff in specified area lead upto 50m and with all lifts etc complete and as per specification and drawing and as directed by the Engineer-in-charge etc.all complete
a) All kind of Soil | 1,031.8 | Cu.M | 2,40,223.68 ₹2.8 L | 2,40,203.04 ₹2.8 L | 2,41,007.84 ₹2.8 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundation complete. | 47.7 | Sqm | 84,321.2 ₹99,499.02 | 84,380.82 ₹99,569.37 | 80,675.49 ₹95,197.08 |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for
a) Foundations, footings, bases of columns and mass concrete etc | 924 | Sqm | 3,00,854.4 ₹3.6 L | 3,00,854.4 ₹3.6 L | 3,01,214.76 ₹3.6 L |
| 4.00 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granatic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing in
a) All Works upto plinth level | 286.4 | Cu.M | 15,60,307.2 ₹18.4 L | 15,60,312.93 ₹18.4 L | 15,60,310.06 ₹18.4 L |
| 5.00 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
a) All Works upto plinth leve | 656 | Cum | 41,41,728.16 ₹48.9 L | 41,41,721.6 ₹48.9 L | 41,45,264 ₹48.9 L |
| 6.00 | Providing weep holes of clear size 63mm dia pipe in concrete as per drawing and direction of Engineer in charge with 63mm dia PVC pipe of 6kg pressure (II nd class) and keeping the same in position with a slope of about 1 vert to 20 horz towards drainage face while laying the concrete complete | 181.7 | rmt | 16,158.58 ₹19,067.12 | 16,120.42 ₹19,022.10 | 15,121.07 ₹17,842.86 |
Tender Value
₹93.6 L
EMD Value
₹1.9 L
Closing Date
13 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement of Madei River bank near Dhond Tali of Lairai temple near Lift Irrigation Scheme Bhom Padeli V.P. Bhironda in Sattari Taluka.
2026_WRD_28516_1
No.WRD/WDVI/PB/F.30/TN e 60/2025-26/1096line 1 Dated 30/03 /2026
Open Tender
Civil Works - Water Works
90 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹1.9 L
17 Apr 2026
2 Apr 2026
15 Apr 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation in all types of strata comprising any of the materials such as soil, silt, clay, gravel, moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock,ordinary rock, disintegrated rock, fissured/shattered, decomposed rock or weathered 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 convenient or permitted inclusive of chiseling, wedging etc but blasting prohibited in all conditions such as dry, moist, saturated, submerged foul conditions etc. including pumping or bailing out water including pumping or bailing out water dewatering including setting out construction of shoring, strutting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding and back filling the excavated earth to the extent required and disposal of excavated stuff in specified area lead upto 50m and with all lifts etc complete and as per specification and drawing and as directed by the Engineer-in-charge etc.all complete
a) All kind of Soil | - | Cu.M | - | - | item1 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundation complete. | - | Sqm | - | - | item2 |
| 3 | Centering and shuttering including struttings, propping etc. and removal of formwork for
a) Foundations, footings, bases of columns and mass concrete etc | - | Sqm | - | - | item3 |
| 4 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granatic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing in
a) All Works upto plinth level | - | Cu.M | - | - | item4 |
| 5 | Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
a) All Works upto plinth leve | - | Cum | - | - | item5 |
| 6 | Providing weep holes of clear size 63mm dia pipe in concrete as per drawing and direction of Engineer in charge with 63mm dia PVC pipe of 6kg pressure (II nd class) and keeping the same in position with a slope of about 1 vert to 20 horz towards drainage face while laying the concrete complete | - | rmt | - | - | item6 |
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