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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr Quoted ₹20.3 Cr | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹2.1 Cr−₹18.2 Cr (89.4%)Rejected-Finance GOA | NORTH GOA | GOA | 403524 | ₹2.1 Cr−₹18.2 Cr (89.4%) | L2 | Rejected-Finance L2-REJECTED |
| 3 | L3₹2.2 Cr−₹18.1 Cr (89.0%)Rejected-Finance H NO 140 B DOUGRIM CAMURLIM LOUTLIM MARGAO GOA | SOUTH GOA | GOA | 403103 | ₹2.2 Cr−₹18.1 Cr (89.0%) | L3 | Rejected-Finance L3-REJECTED |
| 4 | L4₹2.2 Cr−₹18.1 Cr (89.0%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹2.2 Cr−₹18.1 Cr (89.0%) | L4 | Rejected-Finance L4-REJECTED |
| 5 | L5₹2.5 Cr−₹17.8 Cr (87.6%)Rejected-Finance | ₹2.5 Cr−₹17.8 Cr (87.6%) | L5 | Rejected-Finance L5-REJECTED |
Tender Value
₹2.8 Cr
EMD Value
₹5.6 L
Closing Date
28 Sept 2022, 4:00 pmClosed
EXECUTIVE ENGINEER
SCD DIRCTORATE OF AGRICULTURE TONCA GOA.
Strengthening of the bund protecting Chikalpaine Khazan at Cundaim in Ponda Taluka.
2022_DAG_5144_1
SCD/DAgri/22-23/e19/L1/607
Open Tender
Civil Works
Item Rate
350 days
Cundaim ponda GOA
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹5.6 L
21 Dec 2022
14 Sept 2022
30 Sept 2022
15 Sept 2022
28 Sept 2022
15 Sept 2022
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, laterite rock, soft rock, ordinary rock, disintegrated 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 convinient or permitted, inclusive of chiselling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditionsetc. including pumping or bailing out water/dewatering including setting out consstruction of, shoring and strutting and bracing,removal of stump and other deleterious matter,dressing of sides and bottom, providing barricading, danger lighting, guarding etc. & backfilling the excavated earth to the extent required and disposing of surplus excavated stuff in specified areas with all leads and lifts etc and as per specification and drawing and as directed by Engineer-in-charge etc. all complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for (a) Foundation, footings, bases for columns and mass concrete.
Centering and shuttering including struttings, propping etc. and removal of formwork for:b)vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
Providing and driving Nilgiri wood or equivalent piles of length upto 6.0metres as specified and 0.3 m mean diameter spacing at 0.50m c/c under water including cutting the driving edge to the required shape,existing in position,fastening driving with wooden mallet or steel hammer including strutting etc. as per specification with all leads etc. complete.
Providing and fixing bamboos of length 5.50m or as specified and 4cms mean diameter spacing at 0.20m c/c for groynes,cofferdam and closure of breaches including cutting into pieces,making into halves longitudinally holding in position,fastening with coir string,nailing as per specifications with all lead and as directed by engineer-in-charge etc. 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.
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a)All works upto plinth level
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Laterite boulder masonry in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) in foundation.
Earthwork in Embankment with approved earth (Contractor earth)/moorum including spreading the earth in layers not exceeding 250mm. in depth, breaking clods, rolling each layer with half ton roller or wooden or steel hammer including filling up ground depression, dressing etc. complete with all lead and lift and as directed by Engineer-in-Charge.
D K BHOMKAR
E R KHALEEL
Shri Sidharth R. Xette Bandekar
M/S Hussain Constructions Pvt.Ltd.
M/S UNIQUE CONSTRUCTIONS
M/S Aguiar Constructions
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