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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.5 CrRejected-Finance | ₹2.5 Cr | L2 | Rejected-Finance L2 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
13 May 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Improvement of rural road for a length of 2.60 Km at Opa water supply plant in V.P. of Ponda Constituency.
2026_PWD_29125_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/07/2026-27 LINE-1
Open Tender
Civil Works
270 days
Opa water supply plant
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.8 L
19 May 2026
7 May 2026
15 May 2026
7 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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) . | 700 | Cu m | 1,867 | ₹13,06,900 | 11 |
| 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. 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. | 5,565 | Sq.m. | 631 | ₹35,11,515 | 12 |
| 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 | 13,000 | Sq m | 17 | ₹2,21,000 | 14 |
| 4Providing 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 | ||||||
| 4.01 | Grade-II (19mm nominal size)@ 3.3% of Bitumen-mix | - | - | - | - | 16 |
| 4.02 | a)Antistripping agent @ 0.5% of bitumen content | 650 | Cu m | 9,183 | ₹59,68,950 | 17 |
| 5Providing and laying bituminious concrete with 40-60 TPH Drum Mix type Hhot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminious binder to mix with filler, transporting the hotmix to work site, with all leads laying with a hydrostatic/hydraulic paver finisher with sensor control to the required grade, level and alignment, using antistripping agent rolling with smooth wheeled, vibratory or tandem rollers to achieve the desired compaction complete as per MoRT&H Specifications Clause 509 | ||||||
| 5.01 | Grade-I (19mm nominal size)@ 6.0% Bitumen of grade 60/70 | - | - | - | - | 19 |
| 5.02 | a)Antistripping agent @ 0.5% of bitumen content | 390 | Cu m | 14,635 | ₹57,07,650 | 20 |
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