Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.8 LAccepted-Finance | L1 | Accepted-Finance As per recommendation | |
| 2 | L1₹27.8 LRejected-Finance H NO 129 BEHIND CHAPEL KHADPABANDH PONDA GOA | SOUTH GOA | GOA | 403103 | L1 | Rejected-Finance As per recommendation | |
| 3 | L1₹27.8 LRejected-Finance | L1 | Rejected-Finance As per recommendation | |
| 4 | L2₹27.8 L−₹0.01 (<0.01%)Rejected-Finance H NO 298 F COMBA SAO JOSE DE AREAL SALCETE GOA | SAO JOSE DE AREAL | SALCETE | GOA | L2 | Rejected-Finance more than 20 percent below |
| Sl No | Description | Qty | Unit | Balaji Constructions and Traders L2 | CARVALHO CONSTRUCTIONS L2 | SAMAA CONSTRUCTIONS L2 | minguel gomes L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation by mechanical/manual 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, ordinary rock, disintergrated rock or weathered rock, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be 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 and bailing out water / dewatering, including setting out construction of shoring, strutting and bracing, removal of stumps 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 leads and lifts etc as per specification and drawing and as directed by the Engineer in charge etc. | 560 | Cum | 221.98 ₹1,46,684.38 | 220.02 ₹1,45,389.22 Lowest | 222.53 ₹1,47,047.82 | 228.5 ₹1,50,992.8 |
| 2.00 | Earthwork in excavation or de-silting of rivers, nallah, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, peddles, all types of conglomerrates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered, decomposed rock and all such other materials either in full or in parts as the case may be 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, fould conditions etc. including setting out construction of shoring and strutting removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by Engineer-in-charge etc. all complete. | 1,680 | Cum | 125.64 ₹2,49,068.74 Lowest | 129.99 ₹2,57,692.18 | 129.99 ₹2,57,692.18 | 126.78 ₹2,51,328.67 |
| 3.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 56 | Cum | 2,300.09 ₹1,51,989.95 | 2,200.11 ₹1,45,383.27 | 2,299.82 ₹1,51,972.11 | 1,765.13 ₹1,16,639.79 Lowest |
| 4.00 | 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. | 208 | Cum | 5,107.5 ₹12,53,584.8 Lowest | 5,107.5 ₹12,53,584.8 Lowest | 5,107.5 ₹12,53,584.8 Lowest | 5,448.04 ₹13,37,166.94 |
| 5.00 | Centering and shuttering including struttings, propping etc. and removal of formwork for :
Foundations, footings, bases for columns and mass concrete | 424 | Sqm | 400.02 ₹2,00,138.01 | 415.08 ₹2,07,672.83 | 415.96 ₹2,08,113.11 | 325.8 ₹1,63,004.26 Lowest |
| 6.00 | Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 20mm nominal size) in foundation. | 168 | Cum | 2,778.48 ₹5,50,805.88 Lowest | 2,778.49 ₹5,50,807.86 | 2,778.53 ₹5,50,815.79 | 2,963.65 ₹5,87,513.98 |
| 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 retaining structure complete as directed by the Engineer in charge.
110 mm dia. | 120 | RM | 375.11 ₹53,115.58 | 372.9 ₹52,802.64 | 374.21 ₹52,988.14 | 291.38 ₹41,259.41 Lowest |
| 8.00 | Transportation and carriages (lead)
more than 4km upto 5km | 1,344 | Cum | 110.01 ₹1,74,467.06 | 105 ₹1,66,521.6 | 99.4 ₹1,57,640.45 | 83.2 ₹1,31,948.54 Lowest |
Tender Value
₹34.7 L
EMD Value
₹69,500
Closing Date
24 Sept 2025, 5:00 pmClosed
EE II
aquem baixo rawanfond
Construction of protection wall for the nallah near field of Roque Fernandes in sy. no. 56/1 and sy. no. 25/3 till the pond near the house to Menino Fernandes at Potiebhat in V.P. Dramapur -Sirlim in Velim Constituency of Salcete Taluka.
2025_WRD_24485_1
WDII/TECH/F17/21e/2025-26/SN6
Open Tender
Miscellaneous Works
Item Rate
90 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹69,500
26 Nov 2025
10 Sept 2025
25 Sept 2025
10 Sept 2025
24 Sept 2025
10 Sept 2025
Amount
Earthwork in excavation by mechanical/manual 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, ordinary rock, disintergrated rock or weathered rock, fissured/shattered decomposed rock and all such other materials either in full or in parts as the case may be 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 and bailing out water / dewatering, including setting out construction of shoring, strutting and bracing, removal of stumps 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 leads and lifts etc as per specification and drawing and as directed by the Engineer in charge etc.
Earthwork in excavation or de-silting of rivers, nallah, ponds etc, by mechanical means in all types of strata comprising any of the material such as soil, sand, clay, gravel, moorum of all varieties, shingles, peddles, all types of conglomerrates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured / shattered, decomposed rock and all such other materials either in full or in parts as the case may be 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, fould conditions etc. including setting out construction of shoring and strutting removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extent required and disposal of excavated stuff in specified areas with 50m lead and lifts etc. and as directed by Engineer-in-charge etc. all complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
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.
Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, footings, bases for columns and mass concrete
Laterite boulder masonry in cement concrete 1:3:6 (1 cement, 3 coarse sand : 6 graded granitic stone aggrt. 20mm nominal size) in foundation.
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 retaining structure complete as directed by the Engineer in charge. 110 mm dia.
Transportation and carriages (lead) more than 4km upto 5km
CARVALHO CONSTRUCTIONS (BID ID -52462)
Balaji Constructions and Traders (BID ID -52531)
SAMAA CONSTRUCTIONS (BID ID -52633)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .