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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-Finance | ₹11.1 L | L1 | Accepted-Finance TO BE DECIDED BY HIGHER AUTHORITY |
| 2 | L1₹11.1 LAccepted-Finance FATORDA MARGAO GOA | SOUTH GOA | GOA | 403103 | ₹11.1 L | L1 | Accepted-Finance TO BE DECIDED BY HIGHER AUTHORITY |
| 3 | L2₹11.7 L+₹66,342.13 (6.00%)Rejected-Finance H NO 256 NAGARCEM CANACONA | CANACONA | SOUTH GOA | GOA | ₹11.7 L+₹66,342.13 (6.00%) | L2 | Rejected-Finance REJECTED. QUOTED HIGHER THAN L1 |
Tender Value
₹13.8 L
EMD Value
₹27,643
Closing Date
9 Jun 2026, 11:00 amClosed
EXECUTIVE ENGINEER
DISTRICT RURAL DEVELOPMENT AGENCY - SOUTH MATHANY SALDANHA ADMINISTRATIVE COMPLEX BLOCK NO 202, 2ND FLOOR NEW COLLECTORATE BUILDING SOUTH MARGAO-GOA
Construction of new retaining wall in Sy No. 392/22 of Chinchinim village of Azmaddi in ward no. I in V.P. Chinchinim in Velim constituency
2026_DRD_29502_1
DRDA-S/EW/GGSY/2026-2027/210
Open Tender
Civil Works
Percentage
180 days
CHINCHINIM
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹27,643
16 Jul 2026
1 Jun 2026
10 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | |||||
| 1.01 | All kinds of soil | 1 | cu.m | - | - |
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Providing & 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: | |||||
| 3.01 | All works upto plinth level | - | cu.m | - | - |
| 4 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 1 | cu.m | - | - |
| 5Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50M andall lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 6Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
| 6.01 | Foundations, footings, bases for columns and mass concrete | - | sq.m | - | - |
| 6.02 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 1 | sq.m | - | - |
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