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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance H NO 191 8 CALWADDO CORLIMTISWADI GOA | -20.00% | ₹9.4 L | L1 | Admitted-Finance |
| 2 | L1₹9.4 LAdmitted-Finance H NO 349 B 1 TUM WADO KORGAO PERNEM GOA | PERNEM | NORTH GOA | GOA | -20.00% | ₹9.4 L | L1 | Admitted-Finance |
| 3 | L1₹9.4 LAdmitted-Finance H NO 24 CORLIM MOLLAR ILHAS GOA | SOUTH GOA | GOA | 403103 | -20.00% | ₹9.4 L | L1 | Admitted-Finance |
| 4 | L2₹11.8 LAdmitted-Finance | +1.00% | ₹11.8 L | L2 | Admitted-Finance |
Tender Value
₹11.7 L
EMD Value
₹23,417
Closing Date
13 May 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji-Goa
Repair of existing road from Vishnu Mandol house to Agnelo Fernandes house in ward No. 6 in V.P. Se-Old-Goa in Corlim ZP Constituency.
2026_ZP_29102_1
NGZP/01/2026-27/21/97/L15
Open Tender
Civil Works
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,417
19 May 2026
6 May 2026
15 May 2026
6 May 2026
13 May 2026
7 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 |
|---|---|---|---|---|---|
| 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 | b) Hard soil | 162 | m2 | 291 | ₹47,142 |
| 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) . | 60.75 | m3 | 1,867 | ₹1,13,420.25 |
| 3Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRT&H specifications clause 503. | |||||
| 3.01 | Bitumen 80/100 @ 0.20 kg/sq.m | 967.5 | m2 | 17 | ₹16,447.5 |
| 4 | 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. | 1,575 | m2 | 631 | ₹9,93,825 |
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