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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 341 VITHALAPUR SANQUELIM GOA | Accepted-Technical Accepted |
Tender Value
₹6.1 L
EMD Value
₹12,191
Closing Date
6 May 2026, 3:00 pmClosed
V.P. Sarpanch
V.P. Harvalem, Bicholim-Goa
Construction of Retaining Wall and Gutter near the house of Shri. Halshi in Ward No.II Madhalwada, Upper Harvalem under GIA fund in the jurisdiction of Village Panchayat Harvalem under GIA Fund.
2026_VP_28898_1
V.P HAR/BICH/E-Tender Notice/2026-27/169
Open Tender
Civil Works
120 days
V.P. Harvalem
2 documents required · 2 mandatory
₹5,000
₹12,191
21 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
6 May 2026
24 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 types of Soil | - | cu.m | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | cu.m | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Providing & 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: | - | - | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | All works upto plinth level | - | cu.m | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Centering & shuttering including Strutting, Propping & removal of forms for | - | - | - | - | BI01010001010000000000000515BI0100001117 |
| 2Foundations, footings, bases for columns and mass concrete. | ||||||
| 3Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge | ||||||
| 3.01 | 75 mm dia | - | RM | - | - | BI01010001010000000000000515BI0100001120 |
| 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. | ||||||
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