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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance H NO 368 ZUAREM TUEM PERNEM GOA | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SAIBINI CONSTRUCTION L1 | harischandra nagvekar L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the material such as soil, silt, sand, clay, gravel moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered rock, decomposed or weathered rock and such other materials 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 chiselling, 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 stump and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting , guarding etc & back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification & drawing and directed by the Engineer-in-charge etc complete. | 3,003 | cum | 400 ₹14.2 L | 400 ₹14.2 L |
| 2.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 520 | cum | 1,800 ₹11.0 L | 2,500 ₹15.3 L |
| 3.00 | Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile | 3,250 | Metre | 220 ₹8.4 L | 300 ₹11.5 L |
| 4.00 | 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 | 2,860 | Metre | 150 ₹5.1 L | 200 ₹6.7 L |
| 5.00 | Centering & shuttering including Strutting, Propping & removal of form work for : Foundations, Footings, Bases for columns and mass concrete | 1,950 | Sq.m | 400 ₹9.2 L | 450 ₹10.4 L |
| 6.00 | 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. | 1,599 | cum | 6,400 ₹1.2 Cr | 7,500 ₹1.4 Cr |
| 7.00 | Laterite boulder masonry in cement concrete1:3:6 (1cement: 3 coarse sand:6 graded stone aggregate of 20mm nominal size) in foundation | 1,560 | cum | 3,500 ₹64.4 L | 4,000 ₹73.6 L |
| 8.00 | Earthwork in Embankments with approved earth (contractors earth)/ Moorum including spreading the earth in layers not exceeding 250 mm in depth, breaking clods, rolling each layer with half ton roller or wooden steel hammer including filling up ground depression, dressing etc complete with all lead and lift and as directed by Engineer in charge. | 3,745.8 | cum | 1,100 ₹48.6 L | 250 ₹11.1 L |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
22 Dec 2025, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Strengthening of bund in Sy. No. 170, 172 and 173 at Navelim Diwar in Tiswadi Taluka.(Re-tender)
2025_WRD_26603_1
6-9/WDI/WRD/ASW/2025-26/e-31
Open Tender
Miscellaneous Works
120 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.8 L
7 Jan 2026
25 Nov 2025
23 Dec 2025
25 Nov 2025
22 Dec 2025
25 Nov 2025
Amount
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the material such as soil, silt, sand, clay, gravel moorum of all varieties shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered rock, decomposed or weathered rock and such other materials 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 chiselling, 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 stump and other deleterious matter, dressing of sides and bottom providing barricading, danger lighting , guarding etc & back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all leads and lifts etc. as per specification & drawing and directed by the Engineer-in-charge etc complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Upto 2.5 meters long pile
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
Centering & shuttering including Strutting, Propping & removal of form work for : Foundations, Footings, Bases for columns and mass concrete
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.
Laterite boulder masonry in cement concrete1:3:6 (1cement: 3 coarse sand:6 graded stone aggregate of 20mm nominal size) in foundation
Earthwork in Embankments with approved earth (contractors earth)/ Moorum including spreading the earth in layers not exceeding 250 mm in depth, breaking clods, rolling each layer with half ton roller or wooden steel hammer including filling up ground depression, dressing etc complete with all lead and lift and as directed by Engineer in charge.
harischandra nagvekar (BID ID -58083)
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