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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹6.9 LAdmitted-Finance | ₹6.9 L | Admitted-Finance |
| 2 | ₹7.2 LAdmitted-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | ₹7.2 L | Admitted-Finance |
| 3 | ₹7.5 LAdmitted-Finance | ₹7.5 L | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SAMARTH CONSTRUCTIONS | CBK Constructions | SANIKA 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 | 159 | Cum | 47,700 ₹56,286 | 47,700 ₹56,286 | 55,650 ₹65,667 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. In pipeline treanches and other foundations complete. | 7 | Cum | 15,939 ₹18,808.02 | 14,000 ₹16,520 | 16,030 ₹18,915.40 |
| 3.00 | 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 a) All works upto plinth level | 28 | Cum | 1,96,420 ₹2.3 L | 1,82,000 ₹2.1 L | 1,96,980 ₹2.3 L |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for: a). Foundations, footings, bases for columns and mass concrete. | 208.3 | Sqm | 87,486 ₹1.0 L | 83,320 ₹98,317.60 | 91,652 ₹1.1 L |
| 5.00 | 12 mm Cement plaster (1:4 (1 Cement : 4 Coarse sand) | 199 | Sqm | 45,770 ₹54,008.60 | 59,700 ₹70,446 | 47,760 ₹56,356.80 |
| 6.00 | Carriage of Pipe from…….
A) 400 dia | 175 | rm | 23,625 ₹27,877.50 | 10,500 ₹12,390 | 25,375 ₹29,942.50 |
| 7.00 | Providing and fixing of mild steel lift type of 5mm thick MS plate with frame of MS angle of size 40x40x5mm handle with 20mm dia Ms bar groove with MS flat of size 25x6mm including holdfast, locking arrangement and painting with superior quality ready mixed paint over acoat of metal primer etc. complete as per detailed drawing and specification and as directed by Engineer incharge. | 16 | Nos | 43,712 ₹51,580.16 | 64,000 ₹75,520 | 44,000 ₹51,920 |
| 8.00 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. g) 160mm dia | 210 | rm | 1,49,100 ₹1.8 L | 1,26,000 ₹1.5 L | 1,53,300 ₹1.8 L |
| 9.00 | Jointing of rigid/SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. f.160 | 35 | Nos | 2,625 ₹3,097.50 | 1,750 ₹2,065 | 3,325 ₹3,923.50 |
Tender Value
₹7.0 L
EMD Value
₹14,031
Closing Date
16 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement of existing Katcha canal in the field of Shri Deelip Shripad Dessai bearing Sy. No. 7/1 of village Advoi L.I.S. Bhom Padeli V.P. Bhironda in Sattari Taluka.
2026_WRD_28574_1
No.WRD/WDVI/PB/F.30/TN e 61/2025-26/ 1097 line 12 Dated 31/03/2026
Open Tender
Civil Works - Water Works
30 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹14,031
28 Apr 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 treanches 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 aggrt. 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 | 12 mm Cement plaster (1:4 (1 Cement : 4 Coarse sand) | - | Sqm | - | - | item5 |
| 6 | Carriage of Pipe from…….
A) 400 dia | - | rm | - | - | item6 |
| 7 | Providing and fixing of mild steel lift type of 5mm thick MS plate with frame of MS angle of size 40x40x5mm handle with 20mm dia Ms bar groove with MS flat of size 25x6mm including holdfast, locking arrangement and painting with superior quality ready mixed paint over acoat of metal primer etc. complete as per detailed drawing and specification and as directed by Engineer incharge. | - | Nos | - | - | item7 |
| 8 | Supplying at store or site of work Rigid PVC (SEL FIT) pipes for public water supply including Railway freight, carting, loading and unloading, stacking, transit insurance etc. complete, Conforming to IS: 4985-2000, and bearing ISI mark, Class 6 kg/cm2. g) 160mm dia | - | rm | - | - | item8 |
| 9 | Jointing of rigid/SEL FIT PVC pipes by cleaning the pipe with solvent cement including the cost of solvent cement and hydraulic testing of joints etc. complete as per IS:7634-1975 Part 3, including hydraulic testing of joints as directed by the Engineer in-charge. f.160 | - | Nos | - | - | item9 |
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