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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹10.5 LAdmitted-Finance | ₹10.5 L | Admitted-Finance |
| 2 | ₹10.5 LAdmitted-Finance | ₹10.5 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | FATO A GAONKAR | DESAI CONSTRUCTION |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in all types of strata comprising any of the material such as soll, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of nglomerate, laterite rock, soft rock, disintegrated rock, fissured, shattered/decomposed rock or weathered rock and all such other material as described under appendix to these specification 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 chiselling, wedging etc. in all conditions such as dry moist, saturated, submerged foul conditions etc including providing barricading danger lighting gaurding as directed by the Engineer in Charge with 50 mts. lead and all lifts etc as specified and directed etc complete. | 258.65 | Cum | 1,83,641.5 ₹2.2 L | 1,82,348.25 ₹2.2 L |
| 2.00 | Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1% 3 (1) cement: 1% coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size | 25 | Cum | 1,89,750 ₹2.2 L | 1,89,500 ₹2.2 L |
| 3.00 | Centering and shuttering including strutting, propping etc and removal of form for 1)Foundations, footings, bases of colums | 3 | Sqm | 1,290 ₹1,522.20 | 1,275 ₹1,504.50 |
| 4.00 | Centering and shuttering including strutting, propping etc and removal of form for
v)Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | 1.1 | Sqm | 605 ₹713.90 | 605 ₹713.90 |
| 5.00 | Centering and shuttering including strutting, propping etc and removal of form for
xii)well steining | 238.5 | Sqm | 1,19,250 ₹1.4 L | 1,21,635 ₹1.4 L |
| 6.00 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work incluCding bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 1,509.6 | Kg | 1,38,883.2 ₹1.6 L | 1,37,373.6 ₹1.6 L |
| 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. | 133.2 | Cum | 34,632 ₹40,865.76 | 33,699.6 ₹39,765.53 |
| 8.00 | 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. (a)all kind of soil | 5.75 | Cum | 1,840 ₹2,171.20 | 1,725 ₹2,035.50 |
| 9.00 | Rubble packing with hard laterite stone under floors including watering ramming consolidating etc., in pipeline trenches and other foundations complete. | 1.65 | Cum | 3,795 ₹4,478.10 | 3,775.2 ₹4,454.74 |
| 10.00 | Providing & laying cement concrete 1.3.6 (1) cement: 3 coarse sand: 6 graded granitic or basallic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) all work up to plinth level | 1.5 | Cum | 9,840 ₹11,611.20 | 9,825 ₹11,593.50 |
Tender Value
₹10.1 L
EMD Value
₹20,176
Closing Date
16 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Construction of irrigation well in the field of Shri Ladu Gopal Gaonkar in Sy. No. 20/3 in village Karmali Budruk V.P. Sanvordem in Sattari Taluka.
2026_WRD_28568_1
No.WRD/WDVI/PB/F.30/TN e 61/2025-26/1097line 7 Dated 31/03 /2026
Open Tender
Civil Works - Water Works
75 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹20,176
13 May 2026
7 Apr 2026
17 Apr 2026
7 Apr 2026
16 Apr 2026
7 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 material such as soll, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles all types of nglomerate, laterite rock, soft rock, disintegrated rock, fissured, shattered/decomposed rock or weathered rock and all such other material as described under appendix to these specification 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 chiselling, wedging etc. in all conditions such as dry moist, saturated, submerged foul conditions etc including providing barricading danger lighting gaurding as directed by the Engineer in Charge with 50 mts. lead and all lifts etc as specified and directed etc complete. | - | Cum | - | - | item1 |
| 2 | Reinforced cement concrete work in well steining excluding the cost of centering, shuttering, finishing and reinforcement with 1:1% 3 (1) cement: 1% coarse sand: 3 graded granitic or basaltic aggreate 20mm nominal size | - | Cum | - | - | item2 |
| 3 | Centering and shuttering including strutting, propping etc and removal of form for 1)Foundations, footings, bases of colums | - | Sqm | - | - | item3 |
| 4 | Centering and shuttering including strutting, propping etc and removal of form for
v)Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | - | Sqm | - | - | item4 |
| 5 | Centering and shuttering including strutting, propping etc and removal of form for
xii)well steining | - | Sqm | - | - | item5 |
| 6 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work incluCding bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | - | Kg | - | - | item6 |
| 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. | - | Cum | - | - | item7 |
| 8 | 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. (a)all kind of soil | - | Cum | - | - | item8 |
| 9 | Rubble packing with hard laterite stone under floors including watering ramming consolidating etc., in pipeline trenches and other foundations complete. | - | Cum | - | - | item9 |
| 10 | Providing & laying cement concrete 1.3.6 (1) cement: 3 coarse sand: 6 graded granitic or basallic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) all work up to plinth level | - | Cum | - | - | item10 |
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