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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹10.9 LAdmitted-Finance | ₹10.9 L | Admitted-Finance |
| 2 | ₹11.3 LAdmitted-Finance H NO 2128 BH SATOSKAR BUILDING DESSAI NAGAR SANQUELIM BICHOLIM GOA | NORTH GOA | GOA | 403001 | ₹11.3 L | Admitted-Finance |
| 3 | ₹11.5 LAdmitted-Finance | ₹11.5 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 | 77.7 | Cum | 23,310 ₹27,505.80 | 23,310 ₹27,505.80 | 24,087 ₹28,422.66 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete | 12.3 | Cum | 28,007.1 ₹33,048.38 | 24,600 ₹29,028 | 28,167 ₹33,237.06 |
| 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 | 37.9 | Cum | 2,65,868.5 ₹3.1 L | 2,27,400 ₹2.7 L | 2,66,816 ₹3.1 L |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete. | 240.4 | Sqm | 1,00,968 ₹1.2 L | 84,140 ₹99,285.20 | 1,03,372 ₹1.2 L |
| 5.00 | 12mm cement plaster 1:4 (1cement :4 fine sand) | 271.7 | Sqm | 62,491 ₹73,739.38 | 67,925 ₹80,151.50 | 65,208 ₹76,945.44 |
| 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. | 130 | nos | 3,55,160 ₹4.2 L | 4,29,000 ₹5.1 L | 3,56,200 ₹4.2 L |
| 7.00 | Filling of RCC pipe joints with CM 1:2 and finsihed with neat cement coat including raking of old joints and cleaning etc. As directed by the Engineer-in charge.
a). 450mm dia. HRP | 1,550 | joints | 63,550 ₹74,989 | 38,750 ₹45,725 | 74,400 ₹87,792 |
| 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.
Outer dia in mm.
k).250mm | 30 | rm | 53,550 ₹63,189 | 30,000 ₹35,400 | 53,850 ₹63,543 |
| 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.Outer dia in mm.
j).250mm | 7 | Nos | 1,610 ₹1,899.80 | 1,400 ₹1,652 | 1,680 ₹1,982.40 |
Tender Value
₹10.9 L
EMD Value
₹21,896
Closing Date
16 Apr 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Improvement to existing half round canal, chambers, Pillars, chambers to the field of Shri Narayan Daji Dessai, Shri Rajendra T. Dessai, Shri Deelip G. Desai, Shri Ghanshyam V. Dessai and others at village Advoi V.P. Bhironda of L.I.S. at Bhom Padeli
2026_WRD_28563_1
No.WRD/WDVI/PB/F.30/TN e 61/2025-26/ 1097 line 5 Dated 31/03/2026
Open Tender
Civil Works - Water Works
60 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹21,896
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 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. | - | nos | - | - | item6 |
| 7 | Filling of RCC pipe joints with CM 1:2 and finsihed with neat cement coat including raking of old joints and cleaning etc. As directed by the Engineer-in charge.
a). 450mm dia. HRP | - | joints | - | - | 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.
Outer dia in mm.
k).250mm | - | 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.Outer dia in mm.
j).250mm | - | Nos | - | - | item9 |
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