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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical GOA | SOUTH GOA | GOA | 403712 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹33.7 L
EMD Value
₹67,408
Closing Date
23 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
Renovation / Upgradation of existing Crematorium in Ward No. 5 through DRDA (South Goa) at Savoi Verem in V.P. Verem-Vaghurme in Priol Constituency
2026_DRD_31414_1
DRDA-S/EW/GGSY/2026-2027/665
Open Tender
Civil Works
Percentage
280 days
VEREM VAGHURME
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹67,408
24 Sept 2026
28 Aug 2026
24 Sept 2026
28 Aug 2026
23 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 | - | 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 | - | - |
| 4Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
| 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. | |||||
| 6Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | |||||
| 6.01 | moorum | - | cu.m | - | - |
| 7Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
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