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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC | ₹10.6 L | L1 | Accepted-AOC Lowest Quote |
| 2 | L2₹10.6 LSame as L1Rejected-Finance 05 DEVULWADA PALE BICHOLIM GOA | NORTH GOA | GOA | 403001 | ₹10.6 LSame as L1 | L2 | Rejected-Finance Better bid available |
| 3 | L3₹11.3 L+₹66,489.63 (6.25%)Rejected-Finance H NO 113 1 SHOP NO IX HAVELI CURTI PONDA GOA | PONDA | GOA | ₹11.3 L+₹66,489.63 (6.25%) | L3 | Rejected-Finance Highest Bid |
Tender Value
₹13.3 L
EMD Value
₹26,596
Closing Date
23 Jul 2026, 3:00 pmClosed
Executive Engineer
DISTRICT RURAL DEVELOPMENT AGENCY NORTH SPACES building, 7th Floor Patto Plaza PANAJI GOA
Proposal for work of construction of Ganpati Visarjan shed and development at survey no 173 1 of Village Pale in ward No 6 of Village Panchayat Pale Cotombi of Sankhali Constituency
2026_DRD_30123_1
DRDA-N/GGSY/TN/11/26-27/155/L1
Open Tender
Civil Works - Buildings
Percentage
Pale-Cotombi
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹26,596
19 Aug 2026
14 Jul 2026
24 Jul 2026
15 Jul 2026
23 Jul 2026
15 Jul 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 | a) 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 | - | - |
| 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 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 618mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. | |||||
| 7Centering & shuttering including Strutting, Propping & removal of forms for : | |||||
| 7.01 | vi) Staircases (except spiral staircases) excluding landing | - | Sq mt | - | - |
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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Tendernotice_1.pdf
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BOQ_30538.xls
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