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Tender Value
₹5.9 L
EMD Value
₹11,730
Closing Date
12 Jun 2026, 1:00 pm7d left
VP Sarpanch
VP Borim
Construction of Retaining wall from Shrikant Gaude house to Rupo Gaude house at Ward No 10 Paniwada Borim Ponda Taluka
2026_VP_29526_1
VPB/E-Tender/2026-27/1195
Open Tender
Civil Works
90 days
VP Borim
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
₹11,730
2 Jun 2026
2 Jun 2026
15 Jun 2026
2 Jun 2026
12 Jun 2026
2 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earthwork 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. | ||||||
| 1.01 | All kinds of soil | 86.45 | M3 | 291 | ₹25,156.95 | - |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 5.81 | M3 | 2,211 | ₹12,845.91 | Item 2 |
| 3Providing 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 : | ||||||
| 3.01 | All works upto plinth level | 73.18 | M3 | 6,635 | ₹4,85,549.3 | - |
| 4Centering and shuttering including struttings, propping etc. and removal of formwork for : | ||||||
| 4.01 | vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses,fillets, etc. | 106.9 | M2 | 479 | ₹51,205.1 | - |
| 5Providing 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 | ||||||
| 5.01 | 75 mm dia | 36 | RM | 185 | ₹6,660 | - |
| 6 | Refilling 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. | 20.7 | M3 | 245 | ₹5,071.5 | Item 6 |
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