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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance | ₹1.2 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.4 CrRejected-Finance | ₹1.4 Cr | L2 | Rejected-Finance Rejected |
| 3 | L3₹1.5 CrRejected-Finance | ₹1.5 Cr | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | M/s. Bitcon L1 | Shri Sateri Construction L2 | Grand Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,silt, sand, 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 stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc And. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/ rock at specified areas with all lead and lifts etc. as per specification and drawing and as directed by the Engineer in charge etc complete. | 792 | Cum | 214.5 ₹2,00,463.12 Lowest | 214.5 ₹2,00,463.12 Lowest | 750 ₹7,00,920 |
| 2.00 | Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out wateras per specification and drawing and as directed by the Engineer in charge etc complete. | 3,050 | Cum | 800 ₹28,79,200 | 745.5 ₹26,83,054.5 | 485 ₹17,45,515 Lowest |
| 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: Above 2.50 meters upto 3.50 meters long pile | 2,310 | Metre | 151.5 ₹4,12,958.7 Lowest | 202 ₹5,50,611.6 | 840 ₹22,89,672 |
| 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) | 2,046 | Metre | 240 ₹5,79,427.2 Lowest | 320 ₹7,72,569.6 | 400 ₹9,65,712 |
| 5.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 159 | Cum | 1,659.99 ₹3,11,447.32 | 1,658.25 ₹3,11,120.87 Lowest | 1,900 ₹3,56,478 |
| 6.00 | Centering & shuttering including Strutting, Propping etc. & removal of formwork for : Foundations, footings, bases for columns and mass concrete. | 1,232 | Sq.m | 305.25 ₹4,43,760.24 Lowest | 407 ₹5,91,680.32 | 500 ₹7,26,880 |
| 7.00 | 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: All works upto plinth level | 934 | Cum | 5,597 ₹61,68,565.64 Lowest | 6,810 ₹75,05,437.2 | 7,250 ₹79,90,370 |
| 8.00 | Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level | 102 | Cum | 4,842.34 ₹5,82,824.04 | 6,453 ₹7,76,683.08 | 4,400 ₹5,29,584 Lowest |
| 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 | 273 | RM | 272.98 ₹87,937.78 | 272.25 ₹87,702.62 Lowest | 350 ₹1,12,749 |
| 10.00 | Providing, Supplying and fixing in position cement balusters (design No. 20) of mix 1:3 reinforced with 10mm steel bar, casted using single mould, hand crafted of clear height 60 cm, circular of dia 14cm, spaced at 20 cm c/c including fixing and embeding in concrete,neatly polished and properly cured all complete as specified and as directed by the Engineer-in-charge | 20 | Metre | 4,671.8 ₹1,10,254.48 | 4,669.5 ₹1,10,200.2 | 800 ₹18,880 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹2.9 L
Closing Date
16 Apr 2026, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Construction of Retaining wall for Art Park at Campal in Panji Constituency.
2026_WRD_28378_1
6-9/WDI/WRD/ASW/2025-26/e-41/2
Open Tender
Miscellaneous Works
Item Rate
180 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹2.9 L
4 Jun 2026
25 Mar 2026
17 Apr 2026
25 Mar 2026
16 Apr 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,silt, sand, 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 stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc And. backfilling the excavated earth to the extent required and disposing of surplus excavated soil/ rock at specified areas with all lead and lifts etc. as per specification and drawing and as directed by the Engineer in charge etc complete. | |||||
| 2Earthwork in excavation over areas in saturated soil (exceeding 0.30 m upto a depth of 0.60 m) including disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposed earth to be neatly dressed and leveled including pumping or bailing out wateras per specification and drawing and as directed by the Engineer in charge etc complete. | |||||
| 3Supplying jamba wooden bally piles 150 mm mean diameter cut to length required (not exceeding 9 meters) and planted in position ready for driving: Above 2.50 meters upto 3.50 meters long pile | |||||
| 4Driving 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) | |||||
| 5Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 6Centering & shuttering including Strutting, Propping etc. & removal of formwork for : Foundations, footings, bases for columns and mass concrete. | |||||
| 7Providing & 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: All works upto plinth level | |||||
| 8Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level | |||||
| 9Providing 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 | |||||
| 10Providing, Supplying and fixing in position cement balusters (design No. 20) of mix 1:3 reinforced with 10mm steel bar, casted using single mould, hand crafted of clear height 60 cm, circular of dia 14cm, spaced at 20 cm c/c including fixing and embeding in concrete,neatly polished and properly cured all complete as specified and as directed by the Engineer-in-charge | |||||
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