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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-AOC 118 SHIRGAL DHARGAL PERNEM GOA | NORTH GOA | GOA | 403001 | ₹41.9 L | L1 | Accepted-AOC Lowest Quote |
| 2 | L2₹41.9 L+₹399.03 (<0.01%)Rejected-Finance H NO 264 1 WARD NO 03 DEULWADA PALIEM PERNEM GOA | ₹41.9 L+₹399.03 (<0.01%) | L2 | Rejected-Finance Highest Quote |
Tender Value
₹39.9 L
EMD Value
₹79,805
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer
SPACES building 7th Floor Patto Plaza PANAJI GOA
Repair and beautification of Ganpati steps near Shree Hari Hareshwar Temple in V.P Parse.
2026_DRD_29011_1
DRDA-N/GGSY/TN/05/26-27/41/L5
Open Tender
Civil Works - Buildings
Percentage
Parcem
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹79,805
13 Jul 2026
29 Apr 2026
12 May 2026
30 Apr 2026
11 May 2026
30 Apr 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 1.5m 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 50m. | |||||
| 1.01 | All kinds of soil | - | cu.m | - | - |
| 2Rubble packing with hard laterite stone under floors including watering ramming & consolidating etc. in pipeline trenches & other foundations complete. | |||||
| 3Providing & laying cement concrete 1:2:4(1 cement:2coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 3.01 | a) All works up to 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 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 5Centering & shuttering including Strutting, Propping & removal of forms for : | |||||
| 5.01 | Foundations, Footings, Bases for columns | - | sq.m | - | - |
| 6Providing and laying in design & pattern factory made chamfered edge Cement Concrete paver blocks ( C. C. paver blocks) of M35/M40 strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer. | |||||
| 6.01 | a)60mm thick with Grey colour (M35 grade) | - | sq.m. | - | - |
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tech_eval.pdf
fin_bid_open.pdf
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Tendernotice_1.pdf
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BOQ_29443.xls
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