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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-Finance NO 2249 DABAMOL CURCHOREM GOA | SOUTH GOA | GOA | 403103 | ₹20.7 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L2₹20.8 L+₹9,701.44 (0.47%)Rejected-Finance H NO 116 XELPEM SANGUEM GOA | SANGUEM | SANGUEM | GOA | ₹20.8 L+₹9,701.44 (0.47%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹19.8 L
EMD Value
₹39,598
Closing Date
6 Apr 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Construction of the service road along the 1422 mm Dia M.S pipeline damaged due to the torrential rains between ch.13080m to 13500m at paroda hills.
2026_DDW_28410_1
20/DDW-WD V-ASW/2025-26/10 L3
Open Tender
Civil Works - Water Works
Percentage
60 days
O/o Executive Engineer, WD V, DDW, Sanguem
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹39,598
13 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Preparation of Sub-grade by excavating earthwork in formed embankement/side shoulders to the following average depth of 22.5 cms dressing to camber and consolidating with power road roller including making good the undulations etc and disposal of surplus earth with leadd upto 50 mts and lift upto 1.5 mts in ordinary or hard soil | |||||
| 2Spreading the earth/hard soil in layers not exceeding 250 mm in depth breaking clods watering rolling each layer with half ton roller or wooden or steel hammers and rolling every third and topmost layer with power toller of minimum 8 tonne and dressing up in embankment for roads flood banks marginal and guide banks and filling up of ground dressing etc. complete. | |||||
| 3Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | |||||
| 4Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level | |||||
| 5Centering and shuttering including struttings propping etc. and removal of formwork for :;vertical surfaces such as retaining walls return walls walls (any thk) including attached pilasters buttresses plinth and string courses fillets etc. | |||||
| 6Supplying and stacking of (contractor's material) Murrum at sitehaving P.I. Value not more than 6 | |||||
| 7Laying and spreading 6 mm thick layer of granular material(gravel or murrum) including watering and rolling with hand roller etc. complete. | |||||
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technical_28851.pdf
techsummary_28851.pdf
finance_28851.pdf
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fin_eval.pdf
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Tendernotice_2.pdf
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BOQ_28851.xls
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