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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.0 LAccepted-AOC | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹18.0 L+₹2,010.17 (0.11%)Rejected-Finance | L2 | Rejected-Finance Being higher bidder |
| Sl No | Description | Qty | Unit | Vinayak Naik and Associates L2 | CBK Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in: a)All kinds of soil | 208.5 | Cu.m. | 182 ₹37,947 Lowest | 300 ₹62,550 |
| 2.00 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 5.7 | Cu.m. | 1,088 ₹6,201.6 Lowest | 1,100 ₹6,270 |
| 3.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 40.8 | Cu.m. | 2,212 ₹90,249.6 | 2,000 ₹81,600 Lowest |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
a)Foundations, footings, bases for columns and mass concrete. | 155.2 | sq.m | 307 ₹47,646.4 Lowest | 350 ₹54,320 |
| 5.00 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing:
All works upto plinth level | 19.4 | Cu.m | 6,058 ₹1,17,525.2 Lowest | 6,500 ₹1,26,100 |
| 6.00 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)
a)All works upto plinth level | 17.3 | Cu.m | 7,178 ₹1,24,179.4 | 6,500 ₹1,12,450 Lowest |
| 7.00 | Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including 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. | 1,211 | kgs | 82.43 ₹99,822.73 Lowest | 90 ₹1,08,990 |
| 8.00 | 12mm cement plaster 1:3 (1 cement : 3 fine sand) | 113.7 | sq.m | 238 ₹27,060.6 Lowest | 240 ₹27,288 |
| 9.00 | Laterite masonry of dressed stones of size as specified laid dry in pitching riverment etc. | 26.6 | cu.m | 2,485 ₹66,101 Lowest | 4,600 ₹1,22,360 |
| 10.00 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | 714 | kg | 184 ₹1,31,376 | 170 ₹1,21,380 Lowest |
Tender Value
₹18.0 L
EMD Value
₹36,038
Closing Date
13 Nov 2025, 10:00 amClosed
Executive Engineer, Works Division VII, WRD
Executive Engineer, Works Division VII, WRD,Dhargal,Pernem
Revised Estimate for Command Area Development and Water Management programme of Tillari Irrigation Project in Goa State Reg Improvement to outlet of Chandel water treatment plant at Ch. 9.600 kms of RBMC in village Chandel of Pernem Taluka
2025_WRD_26037_1
WRD/WDVII/F.3-1/25-26/TN-21(1)
Open Tender
Civil Works - Canal
Item Rate
30 days
Chandel
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹36,038
4 Dec 2025
6 Nov 2025
14 Nov 2025
6 Nov 2025
13 Nov 2025
6 Nov 2025
Amount
Earthwork in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in: a)All kinds of soil
Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for : a)Foundations, footings, bases for columns and mass concrete.
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing: All works upto plinth level
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) a)All works upto plinth level
Providing High yield strength steel reinforcement bar (HYSD)/TMT steel reinforcement bar from secondary producers (Confirming to IS 1786 of 1986) for RCC work including 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.
12mm cement plaster 1:3 (1 cement : 3 fine sand)
Laterite masonry of dressed stones of size as specified laid dry in pitching riverment etc.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Design, fabrication, supply, erection, installation and testing of hydraulic steel structure / gate of size 1.2m width x 1.50m height as specified of bewel gear type including requisite gate frames, gate plates thimble wedge brackets, head stock, hand wheel spindle, foundation bolts, fastners, seating faces, wedge lining, stem nutor operating nut of gun matel, railing system, lifting shaft not less than 50mm diameter and painting with one primer coat and three coats of anticorrosive paint etc. complete in all respect as per approved specification of relevant IS code, drawings and as directed by Engineer-In-Charge.
Supplying and fixing of 400W LED Solar lights of ISI mark of approved make including all necessary fittings complete as directed by Engineer in charge.
Vinayak Naik and Associates (BID ID -56198)
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