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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹14.1 L+₹610.65 (0.04%)Admitted-Fee/PreQual/Technical/Finance H NO 700 MAUSWADO VARPE PERNEM GOA | NORTH GOA | GOA | 403001 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUHAS SHANTARAM MASHELKAR L2 | M/s Ravalnath Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Eart+B5:B11hwork in excavation by mechanical means in all types of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, disintegrated or wethered rock, fissured shattered, decomposed rock and such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extend required and disposing of excavated soil/rock at specified areas within a 50m lead and with all lifts etc. as per specification and drawing and directed by the engineer in charge etc. complete | 76.35 | Cu.m | 300 ₹27,027.9 Lowest | 300 ₹27,027.9 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 36.3 | Cu.m | 2,331 ₹99,846.05 | 2,319 ₹99,332.05 Lowest |
| 3.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 195.3 | Sqm | 427 ₹98,403.86 | 426 ₹98,173.4 Lowest |
| 4.00 | 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: All works upto plinth level | 113.4 | Cu.m | 7,149 ₹9,56,621.99 Lowest | 7,150 ₹9,56,755.8 |
| 5.00 | Supplying jamba wooden bally piles 200 mm mean diameter cut to a length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile | 312.5 | Metre | 250 ₹92,187.5 Lowest | 250 ₹92,187.5 Lowest |
| 6.00 | Driving down wooden piles of 200mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile complete at site (portion in ground only to be measured): Upto 2.5 meters long pile | 275 | Metre | 400 ₹1,29,800 Lowest | 400 ₹1,29,800 Lowest |
| 7.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge: 110 mm dia | 20.5 | Rm | 400 ₹9,676 Lowest | 400 ₹9,676 Lowest |
Tender Value
₹13.5 L
EMD Value
₹26,924
Closing Date
8 Sept 2026, 10:00 amClosed
o/o Executive Engineer WD VII WRD Dhargal
o/o Executive Engineer WD VII WRD Dhargal
Improvement to Ganesh Visarjan steps at Kannaikwada in V P Morjim under Mandrem Constituency in Pernem Taluka
2026_WRD_31434_1
WRD/WDVII/2026-27/TN-09/L3
Open Tender
Civil Works - Water Works
Item Rate
60 days
Kannaikwada in V P Morjim under Mandrem Constituen
as per tender documents
3 documents required · 3 mandatory
₹5,000
₹26,924
22 Sept 2026
28 Aug 2026
9 Sept 2026
28 Aug 2026
8 Sept 2026
28 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Eart+B5:B11hwork in excavation by mechanical means in all types of strata comprising any of the materials such as soil, sand, silt, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, disintegrated or wethered rock, fissured shattered, decomposed rock and such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extend required and disposing of excavated soil/rock at specified areas within a 50m lead and with all lifts etc. as per specification and drawing and directed by the engineer in charge etc. complete | 76.35 | Cu.m | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 36.3 | Cu.m | - | - |
| 3 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 195.3 | Sqm | - | - |
| 4 | 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: All works upto plinth level | 113.4 | Cu.m | - | - |
| 5 | Supplying jamba wooden bally piles 200 mm mean diameter cut to a length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile | 312.5 | Metre | - | - |
| 6 | Driving down wooden piles of 200mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile complete at site (portion in ground only to be measured): Upto 2.5 meters long pile | 275 | Metre | - | - |
| 7 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge: 110 mm dia | 20.5 | Rm | - | - |
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