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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical H NO 287 3 FATEWADDA ADCOLNA PONDA GOA | SOUTH GOA | GOA | 403103 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹6.1 L
EMD Value
₹12,125
Closing Date
16 Sept 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 Protection Wall near Subhash Gaude house at Panchame in V.P. Veling Priol-Kuncoliem in Priol Constituency
2026_DRD_31411_1
DRDA-S/EW/GGSY/2026-2027/665
Open Tender
Civil Works
Percentage
180 days
VELING PRIOL
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹12,125
17 Sept 2026
28 Aug 2026
17 Sept 2026
28 Aug 2026
16 Sept 2026
28 Aug 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 | - | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | cu.m | - | - |
| 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 | - | - |
| 4Refilling 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. | |||||
| 5Centering and shuttering including struttings, propping etc. and removal of formwork for : | |||||
| 5.01 | Foundations, footings, bases for columns and mass concrete | - | sq.m | - | - |
| 5.02 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | 1 | sq.m | - | - |
| 6Providing and laying plum concrete in cement concrete 1 : 2 : 4 ( 1 cement: 2 coarse sand: 4 graded graniticor basalticstone aggregate 40 mm nominal size) with plums not exceeding 15% of the volumne of the finished concrete of size ranging from 150 to 300 mm (but the maximum dimension not exceeding 1/3rd (one third) the least dimension of member under consideration excluding the cost of centering and shuttering: | |||||
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