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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.5 LAccepted-AOC H NO 140 B DOUGRIM CAMURLIM LOUTLIM MARGAO GOA | SOUTH GOA | GOA | 403103 | 1 | Accepted-AOC Lowest Bidder | |
| 2 | 2₹16.8 L+₹1.3 L (8.21%)Rejected-Finance H NO 245 A NEAR PRIMARY SCHOOL NIRMALANAGAR XELDEM QUEPEM GOA 403705 | XELDEM | QUEPEM | GOA | 403705 | 2 | Rejected-Finance L2 Bidder | |
| 3 | 3₹18.1 L+₹2.6 L (16.5%)Rejected-Finance | 3 | Rejected-Finance L3 Bidder | |
| 4 | 4₹18.1 L+₹2.6 L (17.0%)Rejected-Finance | 4 | Rejected-Finance L4 Bidder | |
| 5 | Rejected-Technical OPP EURICO SANTANA SILVA BORDA MARGAO GOA | SOUTH GOA | GOA | 403103 | - | Rejected-Technical Incomplete Documents |
Tender Value
₹20.1 L
EMD Value
₹40,230
Closing Date
6 Mar 2023, 4:00 pmClosed
EE II, WRD
Aquem Baixo Rawanfond Salcete Goa
Improvement to the waterway and construction of protection wall for the nallah in Sy. No. 55-3, Sy. No. 51-3 and Sy. No. 51-4 at Poriebhat in V.P. Verna in Nuvem Constituency.
2023_WRD_7293_1
WDII/TECH/F17/10e/2022-23/SN4
Open Tender
Miscellaneous Works
Item Rate
60 days
Rawanfond
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹40,230
6 Sept 2023
21 Feb 2023
8 Mar 2023
21 Feb 2023
6 Mar 2023
21 Feb 2023
Amount
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, all type of laterite rocks, soft rock, ordinary rock, disintergrated rock, fissured/shattered rock, decomposed or weathered rock and all such other materials 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. excluding blasting in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including setting out construction of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and disposing the remaining excavated soil/rock as directed by the Engineer in Charge for all leads and lifts as specified and directed by the Engineer in Charge. 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: a) All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for : a) 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. 40mm nominal size) in foundation.
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 retaining structure complete as directed by the Engineer in charge b. 75mm Dia
M/S UNIQUE CONSTRUCTIONS
Kristly Enterprises
Rajson Engineering Services Private Limited
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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