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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹29.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L1₹29.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹29.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | jfjconstruction L1 | omkar vaigankar L1 | Shri Uday Bhiva Gawandi L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means for desilting of nallah 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, ordinary rock, disintegrated or weathered rock, fissured/shattered, decomposed rock and all 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 inclusive of 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, strutting and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and back filling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas within initial lead of 50m as per specifications and drawing and as directed by Engineer-in-charge etc. all complete. | 198 | Cu.m | 357.5 ₹70,785 | 214.5 ₹42,471 Lowest | 214.5 ₹42,471 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 54 | Cu.m | 2,763.75 ₹1,49,242.5 | 1,658.31 ₹89,548.74 Lowest | 1,699.97 ₹91,798.38 |
| 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: All works upto plinth level | 360 | Cu.m | 5,107.5 ₹18,38,700 Lowest | 5,626.77 ₹20,25,637.2 | 5,601.04 ₹20,16,374.4 |
| 4.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 768 | Sqm | 305.25 ₹2,34,432 | 305.25 ₹2,34,432 | 305 ₹2,34,240 Lowest |
| 5.00 | 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 | 168 | Rm | 272.26 ₹45,739.68 Lowest | 272.27 ₹45,741.36 | 279.51 ₹46,957.68 |
| 6.00 | Supplying jamba wooden bally piles 150 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 | 1,500 | Metre | 209.96 ₹3,14,940 | 144.01 ₹2,16,015 Lowest | 146.88 ₹2,20,320 |
| 7.00 | Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured): Upto 2.5 meters long pile | 1,200 | Metre | 228.75 ₹2,74,500 Lowest | 228.75 ₹2,74,500 Lowest | 229.99 ₹2,75,988 |
| 8.00 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305 | 153 | Cu.m | 411.79 ₹63,003.87 | 411.75 ₹62,997.75 Lowest | 413.03 ₹63,193.59 |
Tender Value
₹44.1 L
EMD Value
₹88,245
Closing Date
10 Sept 2026, 10:00 amClosed
Executive Engineer VII WRD
O/o EE VII WRD Dhargal
Construction of protection wall along the main nallah flowing towards Junaswada at Maharchi kond at Village Panchayat Mandrem in Mandrem Constituency
2026_WRD_31556_1
WRD/WDVII/2026-27/TN-11/L1
Open Tender
Civil Works
Item Rate
180 days
Village Panchayat Mandrem in Mandrem Constituency
As per tender documents
3 documents required · 3 mandatory
₹6,000
₹88,245
11 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical/manual means for desilting of nallah 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, ordinary rock, disintegrated or weathered rock, fissured/shattered, decomposed rock and all 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 inclusive of 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, strutting and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. and back filling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas within initial lead of 50m as per specifications and drawing and as directed by Engineer-in-charge etc. all complete. | 198 | Cu.m | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 54 | Cu.m | - | - |
| 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: All works upto plinth level | 360 | Cu.m | - | - |
| 4 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 768 | Sqm | - | - |
| 5 | 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 | 168 | Rm | - | - |
| 6 | Supplying jamba wooden bally piles 150 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 | 1,500 | Metre | - | - |
| 7 | Driving down wooden piles of 150mm diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured): Upto 2.5 meters long pile | 1,200 | Metre | - | - |
| 8 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305 | 153 | Cu.m | - | - |
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