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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Accepted |
| 2 | Accepted-Technical 20 2434 GFB3A VASANT NAGAR SANKALI GOA | SOUTH GOA | GOA | 403103 | Accepted-Technical Accepted |
Tender Value
₹8.1 L
EMD Value
₹16,121
Closing Date
6 May 2026, 3:00 pmClosed
V.P. Sarpanch
V.P. Harvalem, Bicholim-Goa
Asphalting of existing kaccha road from Tukaram malik house to Rupesh malik house in ward No.II at Upper Harvalem in the jurisdiction of V.P. Harvalem through G.I.A. Fund.
2026_VP_28895_1
V.P HAR/BICH/E-Tender Notice/2026-27/165
Open Tender
Civil Works - Roads
120 days
V.P. Harvalem
2 documents required · 2 mandatory
₹5,000
₹16,121
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 |
|---|---|---|---|---|---|
| 1Supplying 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) . | |||||
| 2Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause. | |||||
| 3Construction of embankment with approved materials deposited at site from roadway cutting and excavation rom drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 as per MORTH specification 305 | |||||
| 4Raising side shoulders with hard murrum including spreading watering and consolidation | |||||
| 4.01 | using murrum from cut spoils | - | sq.m | - | - |
| 5Earthwork 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. | |||||
| 5.01 | All kinds of soil | - | cu.m | - | - |
| 6Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 7Providing & 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: | |||||
| 7.01 | All works upto plinth level | - | cu.m | - | - |
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