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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-Finance H NO 116 XELPEM SANGUEM GOA | SANGUEM | SANGUEM | GOA | ₹16.0 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L2₹21.0 L+₹5.0 L (31.0%)Rejected-Finance | ₹21.0 L+₹5.0 L (31.0%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹20.1 L
EMD Value
₹40,110
Closing Date
6 Apr 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Urgent strengthening of the service road along the 1422 mm Dia M.S pipeline damaged due to the torrential rains between ch.12600m to 13060m at Ambaulim, Quepem.
2026_DDW_28408_1
20/DDW-WD V-ASW/2025-26/10 L2
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
₹40,110
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. | |||||
| 8Earthwork 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.;All kinds of soil | |||||
| 9Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | |||||
| 10Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering shuttering finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size);In walls (any thickness) including attached pilasters buttresses plinth and string courses fillets columns pillars piers abutments posts and structs etc. upto floor five level | |||||
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