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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹10.9 LAdmitted-Finance | ₹10.9 L | Admitted-Finance |
| 2 | ₹10.9 LAdmitted-Finance H NO 192 RANE WADA KERIM SATTARI GOA | ₹10.9 L | Admitted-Finance |
| 3 | ₹13.3 LAdmitted-Finance | ₹13.3 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | CBK Constructions | DESAI CONSTRUCTION | RANE CONSTRUCTIONS |
|---|---|---|---|---|---|---|
| 1.00 | 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 kinds of soil | 128 | Cum | 38,400 ₹45,312 | 29,798.4 ₹35,162.11 | 29,798.4 ₹35,162.11 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete | 48.1 | Cum | 96,200 ₹1.1 L | 85,081.2 ₹1.0 L | 85,081.2 ₹1.0 L |
| 3.00 | 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: a)All works upto plinth level | 105.8 | Cum | 6,98,280 ₹8.2 L | 5,76,398.4 ₹6.8 L | 5,76,398.4 ₹6.8 L |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete. | 585.4 | Sqm | 2,04,890 ₹2.4 L | 1,90,787.71 ₹2.3 L | 1,90,787.71 ₹2.3 L |
| 5.00 | 12mm cement plaster 1:4 (1cement :4 fine sand) | 21.6 | Sqm | 6,480 ₹7,646.40 | 3,853.66 ₹4,547.32 | 3,853.66 ₹4,547.32 |
| 6.00 | Providing and fixing of mild steel lift type gate of 5mm thick M.S. plate with frame of MS angle of size 40 x 40x 5mm. Handle with 20 mm dia. MS bar groove with MS flat of size 25 x 6mm including holdfast locking arrangement and painting with superior quality ready mixed paint over a coat of metal primer etc. complete as per detailed drawing & specification and as directed by the Engineer in charge. | 18 | No | 86,400 ₹1.0 L | 38,202.66 ₹45,079.14 | 38,202.66 ₹45,079.14 |
Tender Value
₹13.6 L
EMD Value
₹27,262
Closing Date
16 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Repairs and maintenance to existing half round pipe canal, distribution chamber, MS Gates and providing PCC canal in Sy. No. 74/1 at village Vante in Sattari Taluka.
2026_WRD_28556_1
No.WRD/WDVI/PB/F.30/TN e 61/2025-26/1097ine 2 Dated 31/03 /2026
Open Tender
Civil Works - Water Works
60 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹27,262
18 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 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 kinds of soil | - | Cum | - | - | item1 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete | - | Cum | - | - | item2 |
| 3 | 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: a)All works upto plinth level | - | Cum | - | - | item3 |
| 4 | Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete. | - | Sqm | - | - | item4 |
| 5 | 12mm cement plaster 1:4 (1cement :4 fine sand) | - | Sqm | - | - | item5 |
| 6 | Providing and fixing of mild steel lift type gate of 5mm thick M.S. plate with frame of MS angle of size 40 x 40x 5mm. Handle with 20 mm dia. MS bar groove with MS flat of size 25 x 6mm including holdfast locking arrangement and painting with superior quality ready mixed paint over a coat of metal primer etc. complete as per detailed drawing & specification and as directed by the Engineer in charge. | - | No | - | - | item6 |
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