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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC H NO 815 16 1 B WARD NO 06 MAHAKHAJAN DHARGAL PERNEM GOA | PERNEM | NORTH GOA | GOA | ₹2.9 L | L1 | Accepted-AOC AOC Awarded |
| 2 | L1₹2.9 LRejected-Finance H NO 153 3 GAONKARWADA TUEM PERNEM GOA | GOA | ₹2.9 L | L1 | Rejected-Finance Rejected |
Tender Value
₹3.7 L
EMD Value
₹7,337
Closing Date
13 May 2026, 3:00 pmClosed
Executive Engineer
2nd Floor, Gomantak Maratha Samaj, Dayanand Smruti, Panaji-Goa
Reasphalting of existing road from Maheshwar Temple to Amit Shetty house at Khailashnagar, Ward No.06, V.P Assonora in Colvale Z.P Constituency.
2026_ZP_29096_1
NGZP/01/2026-27/21/97/L9
Open Tender
Civil Works
120 days
North Goa Zilla Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,000
₹7,337
25 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 |
|---|---|---|---|---|---|
| 1 | Cleaning of the existing black topped surface with brooms,soft brashes and finally dusting with old gunny bags and/orcompressed air to receive bituminious treatment, etc.complete | 400 | M2 | 6 | ₹2,400 |
| 2 | Providing and applying tack coat with bitumen grade of 80/100 or bitumen emulsion using pressure distributor on the prepared bituminous/granula surface cleaned with mechanical broom as per MoRT&H specifications clause 503. Bitumen 80/100@ 0.375 kg/sq.m | 400 | M2 | 29 | ₹11,600 |
| 3 | 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 andconsolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | 20 | M3 | 1,867 | ₹37,340 |
| 4 | Providing and laying 50mm(consolidatedthickness)full grout using granitic or basaltic stone ofspecified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or sq.m. groutingwith hot bitumen straight run bitumen(or with suchhe Engineer-in-Charge)at 5.0kg. per sq. m. bindingwith 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 abituminious 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. | 500 | M2 | 631 | ₹3,15,500 |
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BOQ_29526.xls
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