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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.8 LAccepted-Finance 20 2434 GFB3A VASANT NAGAR SANKALI GOA | SOUTH GOA | GOA | 403103 | ₹28.8 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹28.8 LRejected-Finance | ₹28.8 L | L2 | Rejected-Finance The Panchayat Body has unanimously decided to reject the bidder as the bidder has not executed any similar work under V.P. Honda. |
Tender Value
₹36.0 L
EMD Value
₹72,015
Closing Date
30 May 2026, 4:00 pmClosed
V.P. Sarpanch
Village Panchayat Honda, Sattari-Goa 403530.
Construction of internal village road along with gutter near mining dumping at chodankar nagar bhuipal Honda Sattari Goa under the NGDMF.
2026_VP_29267_1
VPH/SAT/E-TENDER/2026-27/914
Open Tender
Construction Works
Percentage
60 days
V.P. Honda, Sattari-Goa
2 documents required · 2 mandatory
₹6,000
₹72,015
5 Jun 2026
19 May 2026
2 Jun 2026
19 May 2026
30 May 2026
19 May 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 | Supplying of laterite stone soling of size 150-200 mm size and murum 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). | 261.45 | cu.m | 1,867 | ₹4,88,127.15 |
| 2 | Providing and laying 50mm (consolidated thickness) full grout using granitic or basaltic stone of specified grading at 6.00 cu.m per 100 sq.m on grouting with hot bitumen straight run bitumen with such bituminous material of grade and type as specified by the Engineer-in-Charge at 5.0 kg per sq.m including 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 bituminous surface laid with F.E. loaded with 1 Cu.m bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sq.m of bitumen of grade as per MoRT & H specifications clause 513. | 1,577 | sq.m | 631 | ₹9,95,087 |
| 3Earthwork 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 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. | |||||
| 3.01 | All Kinds of Soil | 390 | m3 | 291 | ₹1,13,490 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 78 | m3 | 2,211 | ₹1,72,458 |
| 5Providing & laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggregate 20 mm nominal size) excluding cost of centering, shuttering and finishing | |||||
| 5.01 | All works upto plinth level | 195 | m3 | 6,810 | ₹13,27,950 |
| 6Centering & shuttering including strutting, propping & removal of forms for: | |||||
| 6.01 | Foundations, footings, bases for columns and mass concrete. | 520 | m3 | 407 | ₹2,11,640 |
| 7Centering & shuttering including strutting, propping & removal of forms for: | |||||
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