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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC H NO 53 2 NEAR GOVT PRIMARY SCHOOL DULER MAPUSA BARDEZ GOA | ₹11.2 L | L1 | Accepted-AOC AOC Awarded |
| 2 | L2₹12.7 LRejected-Finance 2128 DESAI NAGAR SANKHALI GOA | NORTH GOA | GOA | 403001 | ₹12.7 L | L2 | Rejected-Finance Rejected |
Tender Value
₹11.9 L
EMD Value
₹23,729
Closing Date
19 Jun 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji - Goa
Construction of road and existing gutter near Kaloba Devasthan at Guddem in V.P. Siolim-Marna in Siolim Z.P. Constituency. (XVth Finance Funds)
2026_ZP_29727_1
NGZP/02/2026-27/38/218/L7
Open Tender
Civil Works
Percentage
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,729
6 Aug 2026
12 Jun 2026
22 Jun 2026
12 Jun 2026
19 Jun 2026
13 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 |
|---|---|---|---|---|---|
| 1Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: | |||||
| 1.01 | Hard soil | 239.5 | m2 | 66 | ₹15,807 |
| 2 | Supplying 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) . | 35.93 | m3 | 1,867 | ₹67,071.97 |
| 3 | Providing & 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 513. | 239.5 | m2 | 631 | ₹1,51,124.5 |
| 4 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. | 28.8 | m3 | 1,122 | ₹32,313.6 |
| 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 | 60 | m3 | 291 | ₹17,460 |
| 6 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 18 | m3 | 2,211 | ₹39,798 |
| 7Providing 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 : | |||||
| 7.01 | All works upto plinth level | 55.2 | m3 | 6,635 | ₹3,66,252 |
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