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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC H NO 1062 ADANWADA MADLKAI PONDA GOA | MADKAI | PONDA | GOA | L1 | Accepted-AOC AOC | |
| 2 | L2₹3.9 CrSame as L1Rejected-Finance H NO 58 BHARONIWADA NAVELIM GOA | L2 | Rejected-Finance L2 | |
| 3 | L2₹4.0 Cr+₹3.2 L (0.81%)Rejected-Finance F0 2 1ST FLOOR ANIRUDH PLAZA SHANTINAGAR PONDA GOA | SOUTH GOA | GOA | 403103 | L2 | Rejected-Finance L2 | |
| 4 | L3₹4.0 Cr+₹7.9 L (2.00%)Rejected-Finance | L3 | Rejected-Finance L3 |
Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
20 Mar 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Resurfacing of roads in Tiral and other internal roads in V.P. Usagao in Valpoi Constituency.
2026_PWD_28224_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/56/2025-26 LINE-1
Open Tender
Civil Works
Percentage
270 days
Tiral Usagao in Valpoi Constituency.
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹7.5 L
1 Oct 2026
13 Mar 2026
23 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 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 | Removal of pot holes and depression by laying granitic or basaltic stone of 40mm/20mm/10mm/6mm nominal size in layer as per requirement including 80/100(or such bitumen material of grade and type as specified by the Engineer-in-Charge) at 68 kg/cu.m.(Average) on existing road surface including rolling etc. complete as per specification including cost of bitumen. | 15 | Cu m | 8,392 | ₹1,25,880 |
| 2Providing 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. | |||||
| 2.01 | Bitumen 80/100 @ 0.20 kg/sq.m | 18,800 | Sq m | 17 | ₹3,19,600 |
| 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 and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | 235 | Cu m | 1,867 | ₹4,38,745 |
| 4 | 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. 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. | 4,950 | Sq.m. | 631 | ₹31,23,450 |
| 5Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder to the specified percentage of total mix , transported to site, with all leads laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled with smoth wheeled roller and vibratory roller to achieve the desired compaction, using antistripping agent @ 0.5% of bitumen content as per MoRT&H Specifications Clause 504 | |||||
| 5.01 | Grade-II (19mm nominal size)@ 3.3% of Bitumen-mix | - | - | - | - |
| 5.02 | a)Antistripping agent @ 0.5% of bitumen content | 940 | Cu m | 9,183 | ₹86,32,020 |
| 6Providing and laying bituminous concrete with 40-60 TPH Drum Mix type Hot mix plant producing an average output of 50 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder to mix with filler, transporting the hot mix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using anti stripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MORT&H Specifications Clause 509 | |||||
| 6.01 | Grade-I (19mm nominal size)@ 6.0% Bitumen of grade 60/70 | - | - | - | - |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_28666.xls
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Corrigendum57.pdf
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