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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 LAccepted-Finance | ₹8.3 L | L1 | Accepted-Finance FINANCIALLY ACCEPTED |
| 2 | L2₹8.5 LRejected-Finance H NO 700 MAUSWADO VARPE PERNEM GOA | NORTH GOA | GOA | 403001 | ₹8.5 L | L2 | Rejected-Finance FINANCIALLY REJECTED |
Tender Value
₹8.1 L
EMD Value
₹16,135
Closing Date
29 Jun 2026, 1:00 pmClosed
V P SARPANCH
V P Khajne Amere Porascadem
Construction of roadside retaining wall from Rashtroli Devasthan to the Field in Ward NO.III of V.P. Khajne Amere Porascadem
2026_VP_29837_1
VP/KAP/PER/E-TENDER NOTICE/2026-2027/171
Open Tender
Civil Works
Percentage
120 days
V P Khajne Amere Porascadem
AS PER TENDER NOTICE
2 documents required · 2 mandatory
₹5,000
₹16,135
3 Jul 2026
18 Jun 2026
3 Jul 2026
18 Jun 2026
29 Jun 2026
18 Jun 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 |
|---|---|---|---|---|---|
| 1 | Earthwork 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 a)All kinds of soil | 56.13 | Cu.m. | 291 | ₹16,333.83 |
| 1.01 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 10.21 | Cu.m. | 2,211 | ₹22,574.31 |
| 1.02 | Providing & laying 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 | - | - | - | - |
| 1.03 | All works upto plinth level | 97.74 | Cu.m. | 6,635 | ₹6,48,504.9 |
| 1.04 | Centering & shuttering including Strutting, Propping & removal of formwork for: | - | - | - | - |
| 2.01 | a) Foundations, Footings, Bases for columns and mass concrete | 266.9 | Sq.m. | 407 | ₹1,08,628.3 |
| 2.02 | Providing 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 B) 75 mm dia | 16.4 | RM | 185 | ₹3,034 |
| 3 | Refilling the pipeline/foundation ytrenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50M and all lifts and disposal of surplus earth as directed by Engineer in Charge | 31.4 | Cu.m. | 245 | ₹7,693 |
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