Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹11.9 L+₹96,715.32 (8.86%)Admitted-Finance COLVALE BARDEZ GOA | NORTH GOA | GOA | 403109 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | bhavita gadekar L2 | S . V. Naik L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for desilting of rivers, nallahs, 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, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other marerials 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 chiseling, wedging, etc. but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc. including setting out removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading 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-incharge etc. all complete. | 2,160 | Cum | 150 ₹3,82,320 | 130 ₹3,31,344 Lowest |
| 2.00 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, silt, gravel moorum of all varieties, shingles, pebbles, all types of conglomaretes, laterite rock, soft rock ordinary, disintegrated rock, or weathered rock, fissured/shattered decomposed rock and 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 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 providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all lead and lifts etc. as per specification & drawing and directed by engineer-in-charge etc. Complete specified and directed etc all complete.: All kinds of soil | 40 | Cum | 220.06 ₹10,386.83 | 215.9 ₹10,190.48 Lowest |
| 3.00 | 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 water | 196 | Cum | 820 ₹1,89,649.6 | 800.06 ₹1,85,037.88 Lowest |
| 4.00 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 7 | Cum | 2,100.09 ₹17,346.74 | 2,000.19 ₹16,521.57 Lowest |
| 5.00 | Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, footings, bases for columns and mass concrete. | 143 | Sq.m | 450 ₹75,933 | 320.6 ₹54,098.04 Lowest |
| 6.00 | 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 | 27 | Cum | 5,700 ₹1,81,602 | 5,587.55 ₹1,78,019.34 Lowest |
| 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: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 33 | Cum | 8,450 ₹3,29,043 | 8,076.55 ₹3,14,500.86 Lowest |
| 8.00 | 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 : 75 mm dia | 8 | RM | 160.99 ₹1,519.75 | 145.49 ₹1,373.43 Lowest |
Tender Value
₹13.6 L
EMD Value
₹27,280
Closing Date
21 Sept 2026, 5:00 pmClosed
EE I WRD Porvorim Goa
EE I WRD Porvorim Goa
Construction of nallah side walls to the existing nallah crossing near Three Kings Church in V.P. Reis-Magos in Sy. No. 88/9 in Saligao Constituency.
2026_WRD_31510_1
6-9/WDI/WRD/ASW/2026-27/e-16/8
Open Tender
Miscellaneous Works
Item Rate
60 days
EE I WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹27,280
7 Oct 2026
2 Sept 2026
22 Sept 2026
2 Sept 2026
21 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for desilting of rivers, nallahs, 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, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated rock, fissured/shattered, decomposed rock and all such other marerials 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 chiseling, wedging, etc. but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc. including setting out removal of stumps and other deleterious matter, dressing of sides of bottom, providing barricading 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-incharge etc. all complete. | 2,160 | Cum | - | - |
| 2 | Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil, sand, silt, gravel moorum of all varieties, shingles, pebbles, all types of conglomaretes, laterite rock, soft rock ordinary, disintegrated rock, or weathered rock, fissured/shattered decomposed rock and 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 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 providing barricading, danger lighting, gaurding dressing of sides and bottom & back filling the excavated earth to the extent required and disposal of surplus excavated soil/rock at specified areas with all lead and lifts etc. as per specification & drawing and directed by engineer-in-charge etc. Complete specified and directed etc all complete.: All kinds of soil | 40 | Cum | - | - |
| 3 | 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 water | 196 | Cum | - | - |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 7 | Cum | - | - |
| 5 | Centering & shuttering including Strutting, Propping & removal of forms for : Foundations, footings, bases for columns and mass concrete. | 143 | Sq.m | - | - |
| 6 | 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 | 27 | Cum | - | - |
| 7 | 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: In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | 33 | Cum | - | - |
| 8 | 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 : 75 mm dia | 8 | RM | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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
Tendernotice_1.pdf
PDF • 0.82 MB
Tendernotice_2.pdf
PDF • 1.07 MB
BOQ_31894.xls
BOQ • 0.39 MB
corrige-16-ii.pdf
PDF • 1.24 MB
corrige-16.pdf
PDF • 1.38 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 .