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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAdmitted-Finance | ₹17.9 L | L1 | Admitted-Finance |
| 2 | L2₹17.9 LAdmitted-Finance | ₹17.9 L | L2 | Admitted-Finance |
| 3 | L3₹17.9 LAdmitted-Finance | ₹17.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | abdul latheef L1 | M/s. Bitcon L2 | Shri Sateri Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excacated soil as directed within a lead of 50m.
a) All kinds of soil | 128 | Cu.M | 28,669.44 ₹33,829.94 | 27,456 ₹32,398.08 Lowest | 27,936 ₹32,964.48 |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 22.4 | Cu.M | 35,868.67 ₹42,325.03 Lowest | 37,144.8 ₹43,830.86 | 37,144.8 ₹43,830.86 |
| 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 | 67.2 | Cum | 3,50,771.9 ₹4,13,910.84 | 3,78,091.39 ₹4,46,147.84 | 3,43,224 ₹4,05,004.32 Lowest |
| 4.00 | 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: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 144 | Cum | 8,81,424 ₹10,40,080.32 | 8,62,996.32 ₹10,18,335.66 Lowest | 8,97,382.08 ₹10,58,910.85 |
| 5.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
Foundations, footings, bases for coulmns and mass concrete. | 96 | Sqm | 30,726.72 ₹36,257.53 | 29,304 ₹34,578.72 Lowest | 29,304 ₹34,578.72 Lowest |
| 6.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
vertical surface such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets etc. | 336 | Sqm | 1,27,011.36 ₹1,49,873.4 | 1,20,708 ₹1,42,435.44 Lowest | 1,20,708 ₹1,42,435.44 Lowest |
| 7.00 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 248 | Sqm | 42,162.48 ₹49,751.73 | 41,478 ₹48,944.04 Lowest | 41,478 ₹48,944.04 Lowest |
| 8.00 | Refilling the pipeline/foundation trenches plinth sides, undation 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 erath as directed by Engineer in-charge. | 57.6 | Cum | 10,947.46 ₹12,918 | 10,584 ₹12,489.12 Lowest | 10,585.15 ₹12,490.48 |
| 9.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge
110 mm dia | 48 | RM | 13,248.48 ₹15,633.21 | 13,068 ₹15,420.24 Lowest | 13,068.48 ₹15,420.81 |
Tender Value
₹22.4 L
EMD Value
₹44,865
Closing Date
4 Aug 2026, 5:30 pmClosed
EEVI, WRD, Bicholim
EEVI, WRD, Bicholim
Construction of Side Protection wall for nalla from the house of Shri Santosh Gaonkar, Viarjan Platform at Paltawada Maulinguem in Mayem Constituency.
2026_WRD_30527_1
No.WRD/WDVI/PB/F.30/TN e 14/2026-27/347 line 4 Dated 21/07 /2026
Open Tender
Civil Works - Water Works
Item Rate
60 days
Bicholim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹44,865
26 Aug 2026
22 Jul 2026
5 Aug 2026
22 Jul 2026
4 Aug 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excacated soil as directed within a lead of 50m.
a) All kinds of soil | 128 | Cu.M | 291 | ₹37,248 | 18% |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 22.4 | Cu.M | 2,211 | ₹49,526.4 | 18% |
| 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 | 67.2 | Cum | 6,810 | ₹4,57,632 | 18% |
| 4 | 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: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 144 | Cum | 407 | ₹58,608 | 18% |
| 5 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
Foundations, footings, bases for coulmns and mass concrete. | 96 | Sqm | - | - | 18% |
| 6 | Centering and shuttering including struttings, propping etc. and removal of formwork for:
vertical surface such as retaining walls, return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets etc. | 336 | Sqm | - | - | 18% |
| 7 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) | 248 | Sqm | - | - | 18% |
| 8 | Refilling the pipeline/foundation trenches plinth sides, undation 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 erath as directed by Engineer in-charge. | 57.6 | Cum | - | - | 18% |
| 9 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge
110 mm dia | 48 | RM | - | - | 18% |
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